{"id":2086,"date":"2025-02-07T09:38:28","date_gmt":"2025-02-07T12:38:28","guid":{"rendered":"https:\/\/lm2c.coc.ufrj.br\/?page_id=2086"},"modified":"2026-02-12T10:32:37","modified_gmt":"2026-02-12T13:32:37","slug":"publicacoes","status":"publish","type":"page","link":"https:\/\/lm2c.coc.ufrj.br\/en\/publicacoes\/","title":{"rendered":"Publications"},"content":{"rendered":"<p><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container has-pattern-background has-mask-background fusion-parallax-none nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-top:40px;--awb-background-image:url(&quot;https:\/\/lm2c.coc.ufrj.br\/wp-content\/uploads\/2019\/10\/Submarino.jpg&quot;);--awb-background-size:cover;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1216.8px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-0 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-title title fusion-title-1 fusion-sep-none fusion-title-center fusion-title-text fusion-title-size-three\" style=\"--awb-text-color:var(--awb-color1);--awb-font-size:50px;\"><h3 class=\"fusion-title-heading title-heading-center fusion-responsive-typography-calculated\" style=\"margin:0;font-size:1em;--fontSize:50;line-height:1.4;\"><h1>Publica\u00e7\u00f5es<\/h1><\/h3><\/div><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-2 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling fusion-animated\" style=\"--link_color: var(--awb-color6);--awb-border-color:var(--awb-color6);--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-padding-top:0px;--awb-margin-top:0px;--awb-background-color:var(--awb-color1);--awb-background-image:linear-gradient(180deg, rgba(255,255,255,0.1) 0%,rgba(190,189,189,0.02) 100%);--awb-flex-wrap:wrap;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-justify-content-center fusion-flex-content-wrap\" style=\"max-width:1216.8px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-1 awb-sticky awb-sticky-small awb-sticky-medium awb-sticky-large fusion_builder_column_1_4 1_4 fusion-flex-column fusion-flex-align-self-flex-start fusion-no-small-visibility\" style=\"--awb-bg-size:cover;--awb-width-large:25%;--awb-margin-top-large:0px;--awb-spacing-right-large:7.68%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:7.68%;--awb-width-medium:25%;--awb-order-medium:0;--awb-spacing-right-medium:7.68%;--awb-spacing-left-medium:7.68%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;--awb-sticky-offset:150px;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-row\"><div class=\"awb-toc-el awb-toc-el--1\" data-awb-toc-id=\"1\" data-awb-toc-options=\"{&quot;allowed_heading_tags&quot;:{&quot;h2&quot;:0},&quot;ignore_headings&quot;:&quot;&quot;,&quot;ignore_headings_words&quot;:&quot;to | of | on | by | and | e | de | at | a | n&quot;,&quot;enable_cache&quot;:&quot;yes&quot;,&quot;highlight_current_heading&quot;:&quot;yes&quot;,&quot;hide_hidden_titles&quot;:&quot;yes&quot;,&quot;limit_container&quot;:&quot;all&quot;,&quot;select_custom_headings&quot;:&quot;&quot;,&quot;icon&quot;:&quot;fa-flag fas&quot;,&quot;counter_type&quot;:&quot;none&quot;}\" style=\"--awb-padding-top:30px;--awb-item-font-size:19px;--awb-item-font-family:-apple-system, BlinkMacSystemFont, &#039;Segoe UI&#039;, Roboto, Oxygen-Sans, Ubuntu, Cantarell, &#039;Helvetica Neue&#039; ,sans-serif;--awb-item-font-style:normal;--awb-item-font-weight:400;\"><div class=\"awb-toc-el__content\"><ul class=\"awb-toc-el__list awb-toc-el__list--0\"><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_Artigos_em_Revistas_Indexadas\"><span>Articles in Indexed Journals<\/span><\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2024ARI\">2025<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2024ARI\">2024<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2023ARI\">2023<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2022ARI\">2022<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2021ARI\">2021<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2020ARI\">2020<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2019_2010_ARI\">2019 \u2013 2010<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_Articles_in_Conferences\">Articles in Conferences<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2024\">2025<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2024\">2024<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2023\">2023<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2022\">2022<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2021\">2021<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2020\">2020<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2019_1998\">2019 \u2013 1998<\/a><\/li><\/ul><\/div><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-2 fusion_builder_column_1_4 1_4 fusion-flex-column fusion-flex-align-self-flex-start fusion-no-medium-visibility fusion-no-large-visibility\" style=\"--awb-bg-size:cover;--awb-width-large:25%;--awb-margin-top-large:0px;--awb-spacing-right-large:7.68%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:7.68%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"awb-toc-el awb-toc-el--2\" data-awb-toc-id=\"2\" data-awb-toc-options=\"{&quot;allowed_heading_tags&quot;:{&quot;h2&quot;:0},&quot;ignore_headings&quot;:&quot;&quot;,&quot;ignore_headings_words&quot;:&quot;to | of | on | by | and | e | de | at |nu&quot;,&quot;enable_cache&quot;:&quot;yes&quot;,&quot;highlight_current_heading&quot;:&quot;yes&quot;,&quot;hide_hidden_titles&quot;:&quot;yes&quot;,&quot;limit_container&quot;:&quot;all&quot;,&quot;select_custom_headings&quot;:&quot;&quot;,&quot;icon&quot;:&quot;fa-flag fas&quot;,&quot;counter_type&quot;:&quot;none&quot;}\" style=\"--awb-padding-top:30px;--awb-item-font-size:19px;--awb-item-font-family:-apple-system, BlinkMacSystemFont, &#039;Segoe UI&#039;, Roboto, Oxygen-Sans, Ubuntu, Cantarell, &#039;Helvetica Neue&#039; ,sans-serif;--awb-item-font-style:normal;--awb-item-font-weight:400;\"><div class=\"awb-toc-el__content\"><ul class=\"awb-toc-el__list awb-toc-el__list--0\"><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_Artigos_em_Revistas_Indexadas\"><span>Articles in Indexed Journals<\/span><\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2024ARI\">2025<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2024ARI\">2024<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2023ARI\">2023<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2022ARI\">2022<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2021ARI\">2021<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2020ARI\">2020<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2019_2010_ARI\">2019 \u2013 2010<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_Articles_in_Conferences\">Articles in Conferences<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2024\">2025<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2024\">2024<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2023\">2023<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2022\">2022<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2021\">2021<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2020\">2020<\/a><\/li><li class=\"awb-toc-el__list-item\"><a class=\"awb-toc-el__item-anchor\" href=\"#toc_2019_1998\">2019 \u2013 1998<\/a><\/li><\/ul><\/div><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-3 fusion_builder_column_3_4 3_4 fusion-flex-column fusion-flex-align-self-center\" style=\"--awb-padding-top:20px;--awb-padding-right:30px;--awb-padding-bottom:20px;--awb-padding-left:30px;--awb-bg-color:var(--awb-color1);--awb-bg-color-hover:var(--awb-color1);--awb-bg-size:cover;--awb-box-shadow: 0px 0px ;;--awb-width-large:75%;--awb-margin-top-large:0px;--awb-spacing-right-large:0%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:0%;--awb-width-medium:75%;--awb-order-medium:0;--awb-spacing-right-medium:0%;--awb-spacing-left-medium:0%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\" data-scroll-devices=\"small-visibility,medium-visibility,large-visibility\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-separator\" style=\"align-self: flex-start;margin-right:auto;margin-bottom:30px;width:100%;max-width:200px;\"><\/div><div class=\"fusion-text fusion-text-1 fusion-animated\" style=\"--awb-text-transform:uppercase;--awb-text-color:var(--awb-color7);\" data-animationType=\"fadeInLeft\" data-animationDuration=\"3.8\" data-animationOffset=\"top-into-view\"><h2 id=\"toc_Artigos_em_Revistas_Indexadas\" class=\"fusion-responsive-typography-calculated\" style=\"text-align: left; --fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\"><strong>Artigos em Revistas Indexadas<\/strong><\/h2>\n<\/div><div class=\"fusion-separator\" style=\"align-self: flex-start;margin-right:auto;margin-bottom:50px;width:100%;max-width:200px;\"><div class=\"fusion-separator-border sep-single sep-solid\" style=\"--awb-height:20px;--awb-amount:20px;--awb-sep-color:var(--awb-color6);border-color:var(--awb-color6);border-top-width:2px;\"><\/div><\/div><div class=\"fusion-text fusion-text-2\"><h2 id=\"toc_2024ARI\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 40; line-height: 1.4;\" data-fontsize=\"40\" data-lineheight=\"56px\">2025<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-1 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1016\/j.oceaneng.2024.118858\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>A Numerical Procedure for Deriving p-y Curves for Monopiles Installed in Sand.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> LOPES, GUILHERME K. ; DE SOUSA, JOS\u00c9 RENATO M. ; DE ALMEIDA, MARIA C. F. ; DE ALMEIDA, MARCIO S. S.<\/div><div class=\"reading-box-additional\">\n<div><\/div>\n<p><span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\"><b>Ano:<\/b><\/span> <span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\">2025<\/span><\/p>\n<div><\/div>\n<div><span class=\"fusion-popover popover-1\" data-animation=\"1\" data-class=\"popover-1\" data-container=\"popover-1\" data-content=\"DE FREITAS, A. C.; BALREIRA, D. S.; BAKR, D. P. A. F.; DE ALMEIDA, M. C. F.; OLIVEIRA, J. R. M. S.; DE ALMEIDA, M. S. S.; GENZANI, R. G. B. C. Pullout behavior of single and clustered torpedo anchors. Ocean Engineering, v. 311, part 1, November 2024. DOI: 10.1016\/j.oceaneng.2024.118858.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1016\/j.oceaneng.2024.118858\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-2 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1016\/j.oceaneng.2024.118858\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Toward sustainable tailings disposal: a geotechnical overview of Brazilian research.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> ALMEIDA, M\u00c1RCIO DE SOUZA SOARES; SCHNAID, FERNANDO ; SILVA, ROM\u00c1RIO ST\u00c9FFANO AMARO ; BECKER, LEONARDO DE BONA ; DELGADO, BRUNO GUIMAR\u00c3ES ; SOUZA JUNIOR, ANTONIO JERONIMO PEREIRA ; OLIVEIRA, FREDERICO WAGNER ALVARENGA ; CAVALCANTI, MARIA DO CARMO REIS ; NAGULA, SPARSHA SINDURI<\/div><div class=\"reading-box-additional\">\n<div><span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\"><b>Ano:<\/b><\/span> <span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\">2025<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-2\" data-animation=\"1\" data-class=\"popover-2\" data-container=\"popover-2\" data-content=\"DE FREITAS, A. C.; BALREIRA, D. S.; BAKR, D. P. A. F.; DE ALMEIDA, M. C. F.; OLIVEIRA, J. R. M. S.; DE ALMEIDA, M. S. S.; GENZANI, R. G. B. C. Pullout behavior of single and clustered torpedo anchors. Ocean Engineering, v. 311, part 1, November 2024. DOI: 10.1016\/j.oceaneng.2024.118858.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1016\/j.oceaneng.2024.118858\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-3\"><h2 id=\"toc_2024ARI\" class=\"\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2024<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-3 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1016\/j.oceaneng.2024.118858\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Pullout behavior of single and clustered torpedo anchors.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> DE FREITAS, A. C.; BALREIRA, D. S.; BAKR, D. P. A. F.; DE ALMEIDA, M. C. F.; OLIVEIRA, J. R. M. S.; DE ALMEIDA, M. S. S.; GENZANI, R. G. B. C.<\/div><div class=\"reading-box-additional\">\n<div><span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\"><b>Ano:<\/b><\/span> <span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\">2024<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-3\" data-animation=\"1\" data-class=\"popover-3\" data-container=\"popover-3\" data-content=\"DE FREITAS, A. C.; BALREIRA, D. S.; BAKR, D. P. A. F.; DE ALMEIDA, M. C. F.; OLIVEIRA, J. R. M. S.; DE ALMEIDA, M. S. S.; GENZANI, R. G. B. C. Pullout behavior of single and clustered torpedo anchors. Ocean Engineering, v. 311, part 1, November 2024. DOI: 10.1016\/j.oceaneng.2024.118858.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1016\/j.oceaneng.2024.118858\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-4 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1007\/s10706-024-02855-9\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Analysis of the Centrifuge Seismic Response of a Submarine Canyon with a Weak Layer.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> DE MOURA, B. L. R.; DE ALMEIDA, M. C. F.; DE ALMEIDA, M. S. S.; CAMELO, C. Y. S.; ESCOFFIER, S.; NUNES, P. V. A.<\/div><div class=\"reading-box-additional\">\n<div><span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\"><b>Ano:<\/b><\/span> <span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\">2024<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-4\" data-animation=\"1\" data-class=\"popover-4\" data-container=\"popover-4\" data-content=\"DE MOURA, B. L. R.; DE ALMEIDA, M. C. F.; DE ALMEIDA, M. S. S.; CAMELO, C. Y. S.; ESCOFFIER, S.; NUNES, P. V. A. Analysis of the Centrifuge Seismic Response of a Submarine Canyon with a Weak Layer. Geotechinical and Geological Engineering, v 42, p 5711 -5729, July 2024. DOI: 10.1007\/ s107060-024-02588-9.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1007\/s10706-024-02855-9\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-4\"><h2 id=\"toc_2023ARI\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2023<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-5 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.tandfonline.com\/doi\/full\/10.1080\/15320383.2023.2174071\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Investigation on the Feasibility of the Use of Biosolid-Soil Mixtures for Zinc Retention in Waste Landfill Barriers.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> ARTUSO, FABIANA; LUKIANTCHUKI, JULIANA; OLIVEIRA, JOS\u00c9; TARAZONA, SAMUEL; <b>DE ALMEIDA, MARCIO S.S.<\/b>; BENATTI, CLA\u00daDIA T.<\/div><div class=\"reading-box-additional\">\n<div><span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\"><b>Ano:<\/b><\/span> <span style=\"font-size: var(--awb-content-font-size); color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\">2023<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-5\" data-animation=\"1\" data-class=\"popover-5\" data-container=\"popover-5\" data-html-content=\"ARTUSO, F.; LUKIANTCHUKI, J.; OLIVEIRA, J.; TARAZONA, S.; DE ALMEIDA, M. S. S.; BENATTI, C. T. Investigation on the feasibility of the use of biosolid-soil mixtures for zinc retention in waste landfill barriers. Soil and Sediment Contamination: An International Journal, Taylor &amp; Francis, 2023. DOI: 10.1080\/15320383.2023.2174071.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.tandfonline.com\/doi\/full\/10.1080\/15320383.2023.2174071\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-6 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0029801823001075\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>A numerical methodology to predict the lateral load response of monopiles installed in SAND considering soil stiffness degradation.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>LOPES, GUILHERME K. ; DE SOUSA, JOS\u00c9 RENATO M. ; DE ALMEIDA, MARIA C.F. ; <b>DE ALMEIDA, MARCIO S.S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2023<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-6\" data-animation=\"1\" data-class=\"popover-6\" data-container=\"popover-6\" data-content=\"LOPES, G. K.; DE SOUSA, J. R. M.; DE ALMEIDA, M. C. F.; DE ALMEIDA, M. S. S. A numerical methodology to predict the lateral load response of monopiles installed in sand considering soil stiffness degradation. Ocean Engineering, v. 270, p. 113723, 2023.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0029801823001075\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-7 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.scielo.br\/j\/soiroc\/a\/FCy9zC7qSfHgYY3Msdd9XzH\/?lang=en\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Determination of the dynamic parameters of Speswhite kaolin with resonant column and centrifuge tests.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> FERNANDES, FILIPE ; MOURA, B\u00c1RBARA ; <b>ALMEIDA, MARCIO <\/b>; SOUZA JUNIOR, LUCIANO ; TARAZONA, SAMUEL ; ALMEIDA, MARIA ; BARROS, JOS\u00c9 .<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2023<\/span><\/div>\n<div><span class=\"fusion-popover popover-7\" data-animation=\"1\" data-class=\"popover-7\" data-container=\"popover-7\" data-content=\"FERNANDES, Filipe; MOURA, B\u00e1rbara; ALMEIDA, M\u00e1rcio; SOUZA JUNIOR, Luciano; TARAZONA, Samuel; ALMEIDA, Maria; BARROS, Jos\u00e9. Determination of the dynamic parameters of Speswhite kaolin with resonant column and centrifuge tests. Soil and Rocks, v. 46, n. 2, 2023. https:\/\/doi.org\/10.28927\/SR.2023.013422.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.scielo.br\/j\/soiroc\/a\/FCy9zC7qSfHgYY3Msdd9XzH\/?lang=en\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-8 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/375870012_Modeling_of_a_soft_clay_gentle_slope_with_sand_layer_in_centrifuge_under_seismic_loading_PIV_and_strain_rate_analysis\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Modeling of a soft clay gentle slope with sand layer in centrifuge under seismic loading: PIV and strain rate analysis.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>TAKAYASSU, LUCAS ; CAMELO, CRISTIAN ; <b>ALMEIDA, MARCIO<\/b> ; ALMEIDA, MARIA ; MADABHUSHI, SANTANA ; BORGES, RICARDO .<\/div><div class=\"reading-box-additional\">\n<div><span style=\"color: #858a9f;\"><b>Ano: <\/b>2023<\/span><\/div>\n<div><\/div>\n<div><span style=\"color: #858a9f;\"><span class=\"fusion-popover popover-8\" data-animation=\"1\" data-class=\"popover-8\" data-container=\"popover-8\" data-html-content=\"TAKAYASSU, L.; CAMELO, C.; ALMEIDA, M.; ALMEIDA, M.; MADABHUSHI, S.; BORGES, R. Modeling of a soft clay gentle slope with sand layer in centrifuge under seismic loading: PIV and strain rate analysis. Soils &amp; Rocks, v. 46, p. e2023003223, 2023.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/375870012_Modeling_of_a_soft_clay_gentle_slope_with_sand_layer_in_centrifuge_under_seismic_loading_PIV_and_strain_rate_analysis\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-5\"><h2 id=\"toc_2022ARI\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2022<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-9 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1080\/1064119X.2022.2152511\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Numerical modelling of the seismic response of gentle slopes in Southeastern Brazil.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> CAMELO, C. Y. S.; DE ALMEIDA, M. C. F.; DE ALMEIDA, M. S. S.; MADABHUSHI, G. S. P.; CARLTON, B.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"line-height: 24px; font-size: 16px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing); font-weight: normal; line-height: 24px; font-size: 16px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-9\" data-animation=\"1\" data-class=\"popover-9\" data-container=\"popover-9\" data-content=\"CAMELO, C. Y. S.; DE ALMEIDA, M. C. F.; DE ALMEIDA, M. S. S.; MADABHUSHI, G. S. P.; CARLTON, B. Numerical modelling of the seismic response of gentle slopes in Southeastern Brazil. Marine Georesources and Geotechnology, v. 42, p. 127-140, Dec. 2022. DOI: 10.1080\/1064119X.2022.2152511.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1080\/1064119X.2022.2152511\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-10 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1520\/GTJ20200236\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Seismic Centrifuge Modeling of a Gentle Slope of Layered Clay, Including a Weak Layer.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> CAMELO, C. Y. S.; DE ALMEIDA, M. C. F.; MADABHUSHI, S. P. G.; STANIER, S. A.; DE ALMEIDA, M. S. S.; LIU, H.; BORGES, R. G.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"line-height: 24px; font-size: 16px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing); font-weight: normal; line-height: 24px; font-size: 16px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-10\" data-animation=\"1\" data-class=\"popover-10\" data-container=\"popover-10\" data-content=\"CAMELO, C. Y. S.; DE ALMEIDA, M. C. F.; MADABHUSHI, S. P. G.; STANIER, S. A.; DE ALMEIDA, M. S. S.; LIU, H.; BORGES, R. G. Seismic centrifuge modeling of a gentle slope of layered clay, including a weak layer. Geotechnical Testing Journal, v. 45, n. 1, p. 125 \u2013 144, Jan. 2022. DOI: 10.1520\/GTJ20200236.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.org\/10.1520\/GTJ20200236\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-11 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29GT.1943-5606.0002884\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge Modeling of the Seismic Behavior of Soft Clay Slopes.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> SORIANO CAMELO, CRISTIAN YAIR ; DE ALMEIDA, MARIA CASC\u00c3O FERREIRA ; <b>DE ALMEIDA, MARCIO DE SOUZA SOARES<\/b> ; MADABHUSHI, GOPAL S. P. ; STANIER, SAM .<\/div><div class=\"reading-box-additional\">\n<div><b style=\"line-height: 24px; font-size: 16px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing); font-weight: normal; line-height: 24px; font-size: 16px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-11\" data-animation=\"1\" data-class=\"popover-11\" data-container=\"popover-11\" data-content=\"SORIANO CAMELO, C. Y.; DE ALMEIDA, M. C. F.; DE ALMEIDA, M. de S. S.; MADABHUSHI, G. S. P.; STANIER, S. Centrifuge modeling of the seismic behavior of soft clay slopes. Journal of Geotechnical and Geoenvironmental Engineering, v. 148, p. 04022089-1-04022089-14, 2022.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29GT.1943-5606.0002884\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-6\"><h2 id=\"toc_2021ARI\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2021<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-12 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:var(--awb-color1);border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10706-020-01671-1\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge Modeling of Soft Soil Reinforced with Granular Columns.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> SABOYA, FERNANDO ; TIBANA, S\u00c9RGIO ; REIS, RODRIGO MARTINS ; FONTE-BOA, THAMARA ; <b>DE ALMEIDA, MARCIO DE SOUZA SOARES<\/b> ; MARQUES, MARIA ESTHER SOARES<\/div><div class=\"reading-box-additional\">\n<div><b>Ano:<\/b> 2021<\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-12\" data-animation=\"1\" data-class=\"popover-12\" data-container=\"popover-12\" data-content=\"SABOYA, F.; TIBANA, S.; REIS, R. M.; FONTE-BOA, T.; ALMEIDA, M. de S. S.; MARQUES, M. E. S. Centrifuge modeling of soft soil reinforced with granular columns. Geotechnical and Geological Engineering, v. 13, p. 01-13, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10706-020-01671-1\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-13 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739082_Field-measured_Poisson%27s_ratio_of_geotextile-encased_granular_column\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Fiel-measured poison\u2019s ratio of geotextile-encased granular column.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> HOSSEINPOUR, IMAN ; RICCIO, M<b>. ; ALMEIDA, M.S.S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); line-height: 22px; font-size: 16px;\" data-fusion-font=\"true\">Ano:<\/b><span style=\"color: var(--awb-color5); line-height: 22px; font-size: 16px;\" data-fusion-font=\"true\"> 2021<\/span><\/div>\n<div><\/div>\n<div><span style=\"color: var(--awb-color5); line-height: 22px; font-size: 16px;\" data-fusion-font=\"true\"><span class=\"fusion-popover popover-13\" data-animation=\"1\" data-class=\"popover-13\" data-container=\"popover-13\" data-html-content=\"HOSSEINPOUR, I.; RICCIO, M.; ALMEIDA, M. S. S. Field-measured Poisson&#039;s ratio of geotextile-encased granular column. Proceedings of the Institution of Civil Engineers - Civil Engineering, v. 174, p. 63-68, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739082_Field-measured_Poisson%27s_ratio_of_geotextile-encased_granular_column\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-14 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/abs\/10.1061\/%28ASCE%29GM.1943-5622.0002170\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Vacuum preloading on structured clay: field, laboratory and numerical studies.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> <b>ALMEIDA, MARCIO DE SOUZA SOARES DE<\/b>; Leonardo Deotti ; ALMEIDA, M. C. F. ; Marques, M.E.S. ; CARDOSO, I. M.<\/div><div class=\"reading-box-additional\">\n<div><b>Ano:<\/b> 2021<\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-14\" data-animation=\"1\" data-class=\"popover-14\" data-container=\"popover-14\" data-content=\"ALMEIDA, M. de S. S.; DEOTTI, L.; ALMEIDA, M. C. F.; MARQUES, M. E. S.; CARDOSO, I. M. Vacuum preloading on structured clay: field, laboratory and numerical studies. International Journal of Geomechanics, v. 1, p. 01-13, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/abs\/10.1061\/%28ASCE%29GM.1943-5622.0002170\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-15 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\" https:\/\/doi.org\/10.1051\/geotech\/2021013 \" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>A procedure to estimate the lateral force in clay-pipe interaction.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> TREJO, P. C. ; OLIVEIRA, J.R.M.S ; <b>ALMEIDA, M\u00c1RCIO DE SOUZA SOARES D<\/b>E ; Maria Casc\u00e3o Ferreira de Almeida ; VIGNOLES, M. A.<\/div><div class=\"reading-box-additional\">\n<div><b>Ano:<\/b> 2021<\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-15\" data-animation=\"1\" data-class=\"popover-15\" data-container=\"popover-15\" data-content=\"TREJO, P. C.; OLIVEIRA, J. R. M. S.; ALMEIDA, M. de S. S.; FERREIRA DE ALMEIDA, M. C.; VIGNOLES, M. A. A procedure to estimate the lateral force in clay-pipe interaction. Revue Fran\u00e7aise de G\u00e9otechnique (Paris), v. 3, p. 168-178, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\" https:\/\/doi.org\/10.1051\/geotech\/2021013 \" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-16 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/revistas.unal.edu.co\/index.php\/dyna\/article\/view\/93068\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Selection of earthquake ground motion accelerograms for the continental margin of Southeastern Brazil.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>SORIANO CAMELO, CRISTIAN ; MOLLEPAZA TARAZONA, SAMUEL FELIPE ; FERREIRA DE ALMEIDA, MARIA CASC\u00c3O ; <b>SOARES DE ALMEIDA, M\u00c1RCIO DE SOUZA<\/b> ; GARSKE BORGES, RICARDO<br><\/div><div class=\"reading-box-additional\">\n<div><b style=\"font-size: 16px; color: var(--awb-color5);\" data-fusion-font=\"true\">Ano:<\/b><span style=\"font-size: 16px; color: var(--awb-color5);\" data-fusion-font=\"true\"> <span style=\"font-weight: normal;\">2021<\/span><\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-16\" data-animation=\"1\" data-class=\"popover-16\" data-container=\"popover-16\" data-content=\"SORIANO CAMELO, C.; MOLLEPAZA TARAZONA, S. F.; FERREIRA DE ALMEIDA, M. C.; SOARES DE ALMEIDA, M. de S.; GARSKE BORGES, R. Selection of earthquake ground motion accelerograms for the continental margin of Southeastern Brazil. Dyna (Medell\u00edn), v. 88, p. 228-236, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/revistas.unal.edu.co\/index.php\/dyna\/article\/view\/93068\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-17 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s12205-021-0540-9\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Embankment Supported by Low Area Replacement Ratio Stone Columns, Monitoring and Numerical Studies.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>RICCIO F, MARIO V.; <b>ALMEIDA, MARCIO S. S.<\/b>; VASCONCELOS, SILVANA M.; PIRES, LILIANA G. S; NICODEMOS R, LUIZ F<\/div><div class=\"reading-box-additional\">\n<div><b style=\"font-size: var(--awb-content-font-size); color: var(--body_typography-color); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); letter-spacing: var(--body_typography-letter-spacing);\">Ano:<\/b><span style=\"font-size: var(--awb-content-font-size); color: var(--body_typography-color); font-family: var(--body_typography-font-family); font-style: var(--body_typography-font-style,normal); font-weight: var(--body_typography-font-weight); letter-spacing: var(--body_typography-letter-spacing);\"> 2021<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-17\" data-animation=\"1\" data-class=\"popover-17\" data-container=\"popover-17\" data-content=\"RICCIO, M. V.; ALMEIDA, M. S. S.; VASCONCELOS, S. M.; PIRES, L. G. S.; NICODEMOS, L. F. Embankment supported by low area replacement ratio stone columns, monitoring and numerical studies. KSCE Journal of Civil Engineering, v. 11, p. 1-11, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s12205-021-0540-9\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-18 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:-apple-system, BlinkMacSystemFont, &#039;Segoe UI&#039;, Roboto, Oxygen-Sans, Ubuntu, Cantarell, &#039;Helvetica Neue&#039; ,sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10706-021-02003-7\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>On the Use of Random Material in Dam Cores: Case of the Manso Dam, Brazil.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FERREIRA, BRENO S. ; <b>ALMEIDA, MARCIO S. S.<\/b> ; LOPES, FRANCISCO R. ; REIS CAVALCANTI, MARIA DO CARMO ; PIRES FILHO, CELSO JOS\u00c9 .<\/div><div class=\"reading-box-additional\">\n<div><span style=\"font-weight: normal;\"><strong><span style=\"font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/span><\/strong><span style=\"font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\"> 2021<\/span><\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-18\" data-animation=\"1\" data-class=\"popover-18\" data-container=\"popover-18\" data-content=\"FERREIRA, B. S.; ALMEIDA, M. S. S.; LOPES, F. R.; REIS CAVALCANTI, M. do C.; PIRES FILHO, C. J. On the use of random material in dam cores: case of the Manso Dam, Brazil. Geotechnical and Geological Engineering, v. 39, p. 1-15, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10706-021-02003-7\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-19 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"http:\/\/www.scielo.org.co\/scielo.php?script=sci_arttext&amp;pid=S0012-73532021000200211\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Evolution of the shear wave velocity (VS) of an artificial carbonate sand obtained with the use of bender element tests.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>TARAZONA, S. F. M. ; MOURA, B. L. R. ; RODRIGUES, M. F. ; ALMEIDA, M. C. F. ; <b>ALMEIDA, M\u00c1RCIO DE SOUZA SOARES DE <\/b>.<\/div><div class=\"reading-box-additional\">\n<div><b>Ano: <\/b>2021<\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-19\" data-animation=\"1\" data-class=\"popover-19\" data-container=\"popover-19\" data-content=\"TARAZONA, S. F. M.; MOURA, B. L. R.; RODRIGUES, M. F.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S. Evolution of the shear wave velocity (VS) of an artificial carbonate sand obtained with the use of bender element tests. Dyna (Medell\u00edn), v. 1, p. 211-219, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"http:\/\/www.scielo.org.co\/scielo.php?script=sci_arttext&amp;pid=S0012-73532021000200211\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-7\"><h2 id=\"toc_2020ARI\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2020<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-20 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29MT.1943-5533.0003111\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Field and Laboratory Investigation of Highly Organic Clay Stabilized with Portland Cement.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> LEMOS, SILVIA G. F. POLIDO ; <b>ALMEIDA, M\u00c1RCIO DE SOUZA S. <\/b>; CONSOLI, NILO CESAR ; NASCIMENTO, TAYRO ZONTA ; POLIDO, UBERESCILAS FERNANDES .<\/div><div class=\"reading-box-additional\">\n<div><strong><b>Ano:<\/b> <\/strong>2020<\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-20\" data-animation=\"1\" data-class=\"popover-20\" data-container=\"popover-20\" data-content=\"LEMOS, S. G. F. P.; ALMEIDA, M. S. S.; CONSOLI, N. C.; NASCIMENTO, T. Z.; POLIDO, U. F. Field and laboratory investigation of highly organic clay stabilized with Portland cement. Journal of Materials in Civil Engineering, v. 32, p. 04020063, 2020.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29MT.1943-5533.0003111\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-21 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/full\/10.1680\/jgrim.18.00036\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Site investigation and performance of radial deep consolidation grouting in soft soil.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> FILHO, MARIO VICENTE RICCIO ; CIRONE, ALESSANDO ; <b>ALMEIDA, MARCIO DE SOUZA SOARES DE<\/b> ; RODRIGUEZ, TATIANA TAVARES ; FARIA, DANIEL DE ANDRADE .<\/div><div class=\"reading-box-additional\">\n<div><b>Ano: <\/b>2020<\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-21\" data-animation=\"1\" data-class=\"popover-21\" data-container=\"popover-21\" data-content=\"FILHO, M. V. R.; CIRONE, A.; ALMEIDA, M. S. S.; RODRIGUEZ, T. T.; FARIA, D. de A. Site investigation and performance of radial deep consolidation grouting in soft soil. Proceedings of the ICE \u2013 Ground Improvement, v. 173, p. 28-39, 2020.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/full\/10.1680\/jgrim.18.00036\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-22 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/343277392_Sample_Quality_Assessment_Comparison_Between_Brass_Shelby_Tubes_and_Reinforced_PVC_Tube_Samplers\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Sample Quality Assessment: Comparison Between Brass Shelby Tubes and Reinforced PVC Tube Samplers.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> ABREU, ANDR\u00c9 DO VALLE ; <b>ALMEIDA, M\u00c1RCIO DE SOUZA SOARES .<\/b><\/div><div class=\"reading-box-additional\">\n<div><strong>Ano:<\/strong> 2020<\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-22\" data-animation=\"1\" data-class=\"popover-22\" data-container=\"popover-22\" data-html-content=\"ABREU, A. do V.; ALMEIDA, M. S. S. Sample quality assessment: comparison between brass Shelby tubes and reinforced PVC tube samplers. Soils &amp; Rocks, v. 43, p. 287-294, 2020.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/343277392_Sample_Quality_Assessment_Comparison_Between_Brass_Shelby_Tubes_and_Reinforced_PVC_Tube_Samplers\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-23 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10706-020-01533-w\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Geotechnical Behavior of Construction Waste (CW) as a Partial Replacement of a Lateritic Soil in Fiber-Reinforced Cement Mixtures.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>LUKIANTCHUKI, JULIANA AZOIA ; DE OLIVEIRA, JOS\u00c9 RENATO MOREIRA DA SILVA ; <b>DE ALMEIDA, M\u00c1RCIO DE SOUZA SOARES<\/b> ; DOS REIS, JESELAY HEMET\u00c9RIO CORDEIRO ; SILVA, TIAGO BETINARDI ; GUIDELI, LEANDRO CANEZIN<\/div><div class=\"reading-box-additional\">\n<div><b>Ano:<\/b><span style=\"font-size: 16px; color: var(--awb-color5); font-weight: normal;\" data-fusion-font=\"true\"> 2020<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-23\" data-animation=\"1\" data-class=\"popover-23\" data-container=\"popover-23\" data-content=\"LUKIANTCHUKI, J. A.; DE OLIVEIRA, J. R. M. S.; DE ALMEIDA, M. S. S.; DOS REIS, J. H. C.; SILVA, T. B.; GUIDELI, L. C. Geotechnical behavior of construction waste (CW) as a partial replacement of a lateritic soil in fiber-reinforced cement mixtures. Geotechnical and Geological Engineering, v. AG2020, p. 1-26, 2020.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10706-020-01533-w\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-24 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10950-020-09941-4\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Seismicity and seismic hazard in the continental margin of southeastern Brazil<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor<\/b>: BORGES, RICARDO GARSKE ; DE ASSUMP\u00c7\u00c3O, MARCELO SOUSA ; DE ALMEIDA, MARIA CASC\u00c3O FERREIRA ; <b>ALMEIDA, M\u00c1RCIO DE SOUZA SOARES DE <\/b><\/div><div class=\"reading-box-additional\">\n<div><b>Ano:<\/b> 2020<\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-24\" data-animation=\"1\" data-class=\"popover-24\" data-container=\"popover-24\" data-content=\"BORGES, R. G.; DE ASSUMP\u00c7\u00c3O, M. S.; DE ALMEIDA, M. C. F.; ALMEIDA, M. S. S. Seismicity and seismic hazard in the continental margin of southeastern Brazil. Journal of Seismology, v. 24, p. 1205-1224, 2020.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/link.springer.com\/article\/10.1007\/s10950-020-09941-4\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-8\"><h2 id=\"toc_2019_2010_ARI\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2019 &#8211; 2010<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-25 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S1674775518302221\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>A comparative study for the performance of encased granular columns.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> HOSSEINPOUR, IMAN ; SORIANO, CRISTIAN ; <b>ALMEIDA, MARCIO S.S. <\/b><\/div><div class=\"reading-box-additional\">\n<div><span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\"><b>Ano:<\/b><\/span> <span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-25\" data-animation=\"1\" data-class=\"popover-25\" data-container=\"popover-25\" data-content=\"HOSSEINPOUR, I.; SORIANO, C.; ALMEIDA, M. S. S. A comparative study for the performance of encased granular columns. Journal of Rock Mechanics and Geotechnical Engineering, v. 11, p. 379-388, 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S1674775518302221\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-26 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0266114418300967\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Hydro-mechanical behavior of a lateritic fiber-soil composite as a waste containment liner.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b>EHRLICH, M. ; <b>ALMEIDA, M.S.S.<\/b> ; CURCIO, D.<\/div><div class=\"reading-box-additional\">\n<div><span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\"><b>Ano:<\/b><\/span> <span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-26\" data-animation=\"1\" data-class=\"popover-26\" data-container=\"popover-26\" data-content=\"EHRLICH, M.; ALMEIDA, M. S. S.; CURCIO, D. Hydro-mechanical behavior of a lateritic fiber-soil composite as a waste containment liner. Geotextiles and Geomembranes, v. 47, p. 42-47, 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0266114418300967\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-27 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/org\/science\/article\/abs\/pii\/S175176131900019X\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> <b>ALMEIDA, M.S.S.<\/b>; FAGUNDES, D.F. ; THOREL, L. ; BLANC, M.<\/div><div class=\"reading-box-additional\">\n<div><span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\"><b>Ano:<\/b><\/span> <span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-27\" data-animation=\"1\" data-class=\"popover-27\" data-container=\"popover-27\" data-content=\"ALMEIDA, M. S. S.; FAGUNDES, D. F.; THOREL, L.; BLANC, M. Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling. Geosynthetics International, v. 19, p. 1-37, 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/org\/science\/article\/abs\/pii\/S175176131900019X\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-28 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.tandfonline.com\/doi\/full\/10.1080\/19386362.2019.1653506\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Field measured and simulated performance of a stone columns-strengthened soft clay deposit.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> LIMA, BRUNO T. ; <b>ALMEIDA, MARCIO S.S. <\/b>; HOSSEINPOUR, IMAN .<\/div><div class=\"reading-box-additional\">\n<div><span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\"><b>Ano:<\/b><\/span> <span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-28\" data-animation=\"1\" data-class=\"popover-28\" data-container=\"popover-28\" data-content=\"LIMA, B. T.; ALMEIDA, M. S. S.; HOSSEINPOUR, I. Field measured and simulated performance of a stone columns-strengthened soft clay deposit. International Journal of Geotechnical Engineering, p. 1-10, 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.tandfonline.com\/doi\/full\/10.1080\/19386362.2019.1653506\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-29 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/10.1680\/jphmg.18.00084\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Evaluation of seismic site response of submarine clay canyons using centrifuge modelling.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> TARAZONA S.F.M., ALMEIDA M.C.F., BRETSCHNEIDER, A., <b>ALMEIDA, M.S.S., <\/b>ESCOFFIER, S., BORGES, R.G.<\/div><div class=\"reading-box-additional\">\n<div><span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\"><b>Ano:<\/b><\/span> <span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-29\" data-animation=\"1\" data-class=\"popover-29\" data-container=\"popover-29\" data-content=\"TARAZONA, S. F. M.; ALMEIDA, M. C. F.; BRETSCHNEIDER, A.; ALMEIDA, M. S. S.; ESCOFFIER, S.; BORGES, R. G. Evaluation of seismic site response of submarine clay canyons using centrifuge modelling. International Journal of Physical Modelling in Geotechnics, p. 1-38, 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/10.1680\/jphmg.18.00084\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-30 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/org\/science\/article\/abs\/pii\/S2042655019000149\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge tests for evaluation of submarine-mudflow hydroplaning and turbidity currents<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> HOTTA, M., <b>ALMEIDA, M.S.S.,<\/b> PELISSARO, D.T., OLIVEIRA, J.R., TIBANA, S., BORGES, R.G.<\/div><div class=\"reading-box-additional\">\n<div><span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\"><b>Ano:<\/b><\/span> <span style=\"color: var(--awb-color5); font-size: 16px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-30\" data-animation=\"1\" data-class=\"popover-30\" data-container=\"popover-30\" data-content=\"HOTTA, M.; ALMEIDA, M. S. S.; PELISSARO, D. T.; OLIVEIRA, J. R.; TIBANA, S.; BORGES, R. G. Centrifuge tests for evaluation of submarine-mudflow hydroplaning and turbidity currents. International Journal of Physical Modelling in Geotechnics, p. 1-39, 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/org\/science\/article\/abs\/pii\/S2042655019000149\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-31 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/10.1680\/jphmg.17.00012\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge modelling of traffic simulation on a construction waste layer<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor:<\/b> LUKIANTCHUKI, J. A. ; DE OLIVEIRA, J. R. M. S. ; PESSIN, J. ; <b>ALMEIDA, M. S. S. <\/b><\/div><div class=\"reading-box-additional\">\n<div><b>Ano: <\/b>2018<\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-31\" data-animation=\"1\" data-class=\"popover-31\" data-container=\"popover-31\" data-content=\"LUKIANTCHUK, J. A.; DE OLIVEIRA, J. R. M. S.; PESSIN, J.; ALMEIDA, M. S. S. Centrifuge modelling of traffic simulation on a construction waste layer. International Journal of Physical Modelling in Geotechnics, v. 18, p. 290-300, 2018.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/10.1680\/jphmg.17.00012\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-32 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0029801816304905\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge modeling of hydroplaning in submarine slopes.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>ACOSTA, E. A. ; TIBANA, S. ; <b>ALMEIDA, M. S. S.<\/b> ; SABOYA, F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2017<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-32\" data-animation=\"1\" data-class=\"popover-32\" data-container=\"popover-32\" data-content=\"ACOSTA, E. A.; TIBANA, S.; ALMEIDA, M. S. S.; SABOYA, F. Centrifuge modeling of hydroplaning in submarine slopes. Ocean Engineering, v. 129, p. 451-458, 2017.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0029801816304905\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-33 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0266114416301157\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Load transfer mechanism and deformation of reinforced piled embankments.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FAGUNDES, D. F. ; <b>ALMEIDA, M. S. S<\/b>. ; THOREL, L. ; BLANC, M.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2017<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-33\" data-animation=\"1\" data-class=\"popover-33\" data-container=\"popover-33\" data-content=\"FAGUNDES, D. F.; ALMEIDA, M. S. S.; THOREL, L.; BLANC, M. Load transfer mechanism and deformation of reinforced piled embankments. Geotextiles and Geomembranes, v. 45, p. 1-10, 2017.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0266114416301157\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-34 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/org\/science\/article\/abs\/pii\/S2042655017000094\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Modelling of a pipeline subjected to soil mass movements.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J. R. M. S. ; RAMMAH, K. I. ; TREJO, P. C. ; <b>ALMEIDA, M. S. S.<\/b> ; ALMEIDA, M. C. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2017<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-34\" data-animation=\"1\" data-class=\"popover-34\" data-container=\"popover-34\" data-content=\"OLIVEIRA, J. R. M. S.; RAMMAH, K. I.; TREJO, P. C.; ALMEIDA, M. S. S.; ALMEIDA, M. C. F. Modelling of a pipeline subjected to soil mass movements. International Journal of Physical Modelling in Geotechnics, v. 17, p. 246-256, 2017.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/org\/science\/article\/abs\/pii\/S2042655017000094\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-35 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29GT.1943-5606.0001557\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Arching and Deformation in a Piled Embankment: Centrifuge Tests Compared to Analytical Calculations.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>GIROUT, R. ; BLANC, M. ; THOREL, L. ; FAGUNDES, D. F. ; <b>ALMEIDA, M. S. S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2016<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-35\" data-animation=\"1\" data-class=\"popover-35\" data-container=\"popover-35\" data-content=\"GIROULT, R.; BLANC, M.; THOREL, L.; FAGUNDES, D. F.; ALMEIDA, M. S. S. Arching and deformation in a piled embankment: centrifuge tests compared to analytical calculations. Journal of Geotechnical and Geoenvironmental Engineering, v. 142, p. 04016069-1 a 04016069-10, 2016.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29GT.1943-5606.0001557\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-36 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/10.1680\/ijpmg.14.00006\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge modelling of a buried pipeline below an embankment.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>RAMMAH, K. I.; OLIVEIRA, J. R. M. S.; ALMEIDA, M. C. F.; <b>ALMEIDA, M. S. S<\/b>.; BORGES, R. G.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2014<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-36\" data-animation=\"1\" data-class=\"popover-36\" data-container=\"popover-36\" data-content=\"RAMMAH, K. I.; OLIVEIRA, J. R. M. S.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S.; BORGES, R. G. Centrifuge modelling of a buried pipeline below an embankment. International Journal of Physical Modelling in Geotechnics, v. 14, p. 116-127, 2014.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/10.1680\/ijpmg.14.00006\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-37 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/full\/10.1680\/gein.13.00033\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Geosynthetic reinforcement of a granular load transfer platform above rigid inclusions: comparison between centrifuge testing and analytical modelling.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>THOREL, L.; GIROUT, R.; <b>ALMEIDA, M<\/b>.; BLANC, M.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2014<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-37\" data-animation=\"1\" data-class=\"popover-37\" data-container=\"popover-37\" data-content=\"THOREL, L.; GIROULT, R.; ALMEIDA, M.; BLANC, M. Geosynthetic reinforcement of a granular load transfer platform above rigid inclusions: comparison between centrifuge testing and analytical modelling. Geosynthetics International, v. 21, p. 37-52, 2014.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.icevirtuallibrary.com\/doi\/full\/10.1680\/gein.13.00033\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-38 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/content.iospress.com\/articles\/journal-of-geo-engineering-sciences\/jgs13005\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Investigation of bearing capacity factor of T-bar penetrometer at shallow depths in clayey soils.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: ALMEIDA, M. S. S<\/b>.; OLIVEIRA, J.R.M.S.; RAMMAH, K.I.; TREJO, P. C. (<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2013<\/span><\/div>\n<div><\/div>\n<div><span class=\"fusion-popover popover-38\" data-animation=\"1\" data-class=\"popover-38\" data-container=\"popover-38\" data-content=\"ALMEIDA, M. S. S.; OLIVEIRA, J. R. M. S.; RAMMAH, K. I.; TREJO, P. C. Investigation of bearing capacity factor of T-bar penetrometer at shallow depths in clayey soils. Journal of Geo-engineering Sciences, v. 1, p. 1-12, 2013.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div>\n<\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/content.iospress.com\/articles\/journal-of-geo-engineering-sciences\/jgs13005\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-39 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0266114412001033\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge investigation of load transfer mechanisms in a granular mattress above a rigid inclusions network.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>BLANC, M.; RAULT, G.; THOREL, L; <b>ALMEIDA, M. S. S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2013<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-39\" data-animation=\"1\" data-class=\"popover-39\" data-container=\"popover-39\" data-content=\"BLANC, M.; RAULT, G.; THOREL, L.; ALMEIDA, M. S. S. Centrifuge investigation of load transfer mechanisms in a granular mattress above a rigid inclusions network. Geotextiles and Geomembranes, v. 36, p. 92-105, 2013.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0266114412001033\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-40 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.soilsandrocks.com\/sr-341079\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>CPT and T-bar penetrometers for site investigation in centrifuge tests.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: ALMEIDA M.S.S<\/b>.; OLIVEIRA, J.R.M.S.; MOTTA, H.P.G.; ALMEIDA, M.C.F. &amp; BORGES, R.G..<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2011<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-40\" data-animation=\"1\" data-class=\"popover-40\" data-container=\"popover-40\" data-content=\"ALMEIDA, M. S. S.; OLIVEIRA, J. R. M. S.; MOTTA, H. P. G.; ALMEIDA, M. C. F.; BORGES, R. G. CPT and T-bar penetrometers for site investigation in centrifuge tests. Journal of Soil and Rocks, v. 34, n. 1, p. 79-88, 2011. ISSN 1980-9743.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.soilsandrocks.com\/sr-341079\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-41 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/abs\/10.1061\/%28ASCE%29GT.1943-5606.0000480\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Influence of penetration rate on penetrometer resistance.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J.R.M.S.; <b>ALMEIDA, M.S.S<\/b>.; MOTTA, H.P.G. &amp; ALMEIDA M.C.F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2011<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-41\" data-animation=\"1\" data-class=\"popover-41\" data-container=\"popover-41\" data-content=\"OLIVEIRA, J. R. M. S.; ALMEIDA, M. S. S.; MOTTA, H. P. G.; ALMEIDA, M. C. F. Influence of penetration rate on penetrometer resistance. Journal of Geotechnical and Geoenvironmental Engineering, v. 137, n. 7, p. 695-703, 2011.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/abs\/10.1061\/%28ASCE%29GT.1943-5606.0000480\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-42 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.semanticscholar.org\/paper\/Pore-pressure-generation-in-cyclic-T-bar-tests-on-Oliveira-Almeida\/722182334b0bdc54aae25c6a8881c57d38cacae5\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Pore-pressure generation in cyclic T-bar tests on clayey soil.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J.R.M.S. &amp; <b>ALMEIDA, M.S.S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2010<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-42\" data-animation=\"1\" data-class=\"popover-42\" data-container=\"popover-42\" data-content=\"OLIVEIRA, J. R. M. S.; ALMEIDA, M. S. S. Pore-pressure generation in cyclic T-bar tests on clayey soil. International Journal of Physical Modelling in Geotechnics, v. 10, n. 1, p. 19-24, 2010.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.semanticscholar.org\/paper\/Pore-pressure-generation-in-cyclic-T-bar-tests-on-Oliveira-Almeida\/722182334b0bdc54aae25c6a8881c57d38cacae5\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-43 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29GT.1943-5606.0000311\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Physical Modeling of Lateral Clay-Pipe Interaction<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J.R.M.S.; <b>ALMEIDA, M.S.S.<\/b>; ALMEIDA, M.C.F. &amp; BORGES, R.G.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2010<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-43\" data-animation=\"1\" data-class=\"popover-43\" data-container=\"popover-43\" data-content=\"OLIVEIRA, J. R. M. S.; ALMEIDA, M. S. S.; ALMEIDA, M. C. F.; BORGES, R. G. Physical modeling of lateral clay-pipe interaction. Journal of Geotechnical and Geoenvironmental Engineering, v. 136, p. 950-956, 2010.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/ascelibrary.org\/doi\/10.1061\/%28ASCE%29GT.1943-5606.0000311\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-9\"><h2>Artigos em Congressos<\/h2>\n<\/div><div class=\"fusion-separator\" style=\"align-self: flex-start;margin-right:auto;margin-bottom:50px;width:100%;max-width:200px;\"><div class=\"fusion-separator-border sep-single sep-solid\" style=\"--awb-height:20px;--awb-amount:20px;--awb-sep-color:var(--awb-color6);border-color:var(--awb-color6);border-top-width:2px;\"><\/div><\/div><div class=\"fusion-text fusion-text-10\"><h2 id=\"toc_2024\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 40; line-height: 1.3;\" data-fontsize=\"40\" data-lineheight=\"52px\">2025<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-44 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/uploads\/publications\/132\/133\/ISFOG2025-313.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Pullout angle influence on the behavior of a single T-120 torpedo anchor.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>BALREIRA, D. S. ; DIAS, P. L. ; ALMEIDA, M. C. F. ; OLIVEIRA, J. R. M. S. ; ALMEIDA, M. S. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2025<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-44\" data-animation=\"1\" data-class=\"popover-44\" data-container=\"popover-44\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/uploads\/publications\/132\/133\/ISFOG2025-313.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-45 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/uploads\/publications\/132\/133\/ISFOG2025-333.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Study of the geotechnical and rheological properties of carbonaceous soils of the Brazilian pre-salt layer and its impact on submarine debris flows.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>HOTTA, M. M. ; LIMA, L. B. ; TAKAYASSU, L. C. ; NUNES, P. V. A. ; ALMEIDA, M. S. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2025<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-45\" data-animation=\"1\" data-class=\"popover-45\" data-container=\"popover-45\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/uploads\/publications\/132\/133\/ISFOG2025-333.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-46 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Ensaios Triaxiais em Argila Marinha para Estudo da Estabilidade de Taludes Submarinos em Decorr\u00eancia de Subsid\u00eancia.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>ALVES, P. V. A. ; BECKER, L. B. ; IORIO, S. ; AGUIAR, V. N. ; DE SOUZA SOARES DE ALMEIDA, M\u00c1RCIO.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2025<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-46\" data-animation=\"1\" data-class=\"popover-46\" data-container=\"popover-46\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-47 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Caracteriza\u00e7\u00e3o Geot\u00e9cnica e Reol\u00f3gica do Solo Marinho em Regi\u00e3o do Pr\u00e9-sal com Foco em Fluxo de Detritos Submarinos.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>HOTTA, M. M. ; LIMA, L. B. ; DE SOUZA SOARES DE ALMEIDA, M\u00c1RCIO ; BORGES, R. G.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2025<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-47\" data-animation=\"1\" data-class=\"popover-47\" data-container=\"popover-47\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-48 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Modelagem F\u00edsica Centr\u00edfuga de C\u00e2nion Submarino Submetido a Carregamento Din\u00e2mico.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>DE MOURA, B\u00c1RBARA LUIZA RIZ ; DE ALBUQUERQUE NUNES, PRISCILLA VELLOSO ; Maria Casc\u00e3o Ferreira de Almeida ; DE SOUZA SOARES DE ALMEIDA, M\u00c1RCIO.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2025<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-48\" data-animation=\"1\" data-class=\"popover-48\" data-container=\"popover-48\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-49 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Valida\u00e7\u00e3o Experimental em Centr\u00edfuga de Modelo Num\u00e9rico Aplicado \u00e0 Subsid\u00eancia em Taludes Submarinos.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FLORIANO, C. F. ; Maria Casc\u00e3o Ferreira de Almeida ; CAVALCANTI, M. C. R. ; ROCHA JUNIOR, A. H. ; DE ALMEIDA, MARCIO DE SOUZA SOARES.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2025<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-49\" data-animation=\"1\" data-class=\"popover-49\" data-container=\"popover-49\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-50 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Comportamento de Funda\u00e7\u00f5es em Estaca Torpedo e Monopile para Estruturas Offshore.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>DE SOUZA SOARES DE ALMEIDA, M\u00c1RCIO; Maria Casc\u00e3o Ferreira de Almeida ; FREITAS, A. C. ; LEMOS, SILVIA G. F. POLIDO ; OLIVEIRA, J. R. M. S. ; BALREIRA, D. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2025<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-50\" data-animation=\"1\" data-class=\"popover-50\" data-container=\"popover-50\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-text fusion-text-11\"><h2>2024<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-51 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.cobramseg.com.br\/evento\/cobramseg2024\/trabalhosaprovados\/naintegra\/800\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2024<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-51\" data-animation=\"1\" data-class=\"popover-51\" data-container=\"popover-51\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.cobramseg.com.br\/evento\/cobramseg2024\/trabalhosaprovados\/naintegra\/800\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-52 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.cobramseg.com.br\/evento\/cobramseg2024\/trabalhosaprovados\/naintegra\/800\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Development of an apparatus for physical modeling of tailings dams: preliminary tests.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>ROCHA JUNIOR, A. H. ; ALMEIDA, M\u00c1RCIO ; BECKER, L. D. B. ; ALMEIDA, M. C. F. ; OLIVEIRA, J. R. M. S. ; OLIVEIRA FILHO, W. L. ; GUERRA, F. A. M.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2024<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-52\" data-animation=\"1\" data-class=\"popover-52\" data-container=\"popover-52\" data-content=\"BAKR, D. P. A. F.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.; FREITAS, A. C.; BALREIRA, D. S. Ensaios Centr\u00edfugos a 100g para Avalia\u00e7\u00e3o do Comportamento \u00e0 Tra\u00e7\u00e3o Vertical e Inclinada de Estaca Torpedo T-120. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.cobramseg.com.br\/evento\/cobramseg2024\/trabalhosaprovados\/naintegra\/800\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-53 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/cobramseg.com.br\/evento\/cobramseg2024\/trabalhosaprovados\/naintegra\/1470\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Proposta de Modelo Centr\u00edfugo Para Estudo da Estabilidade de Taludes Submarinos Submetidos ao Processo de Subsid\u00eancia.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>ROCHA JR, A. H.; DE ALMEIDA, M. S. S.; FAGUNDES, D. F.; CAVALCANTI, M. C. R.; DIAS, P. L<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2024<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-53\" data-animation=\"1\" data-class=\"popover-53\" data-container=\"popover-53\" data-content=\"ROCHA JR, A. H.; DE ALMEIDA, M. S. S.; FAGUNDES, D. F.; CAVALCANTI, M. C. R.; DIAS, P. L. Proposta de Modelo Centr\u00edfugo Para Estudo da Estabilidade de Taludes Submarinos Submetidos ao Processo de Subsid\u00eancia. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/cobramseg.com.br\/evento\/cobramseg2024\/trabalhosaprovados\/naintegra\/1470\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-54 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.cobramseg.com.br\/evento\/cobramseg2024\/trabalhosaprovados\/naintegra\/798\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Estudo comparativo entre ensaios de palheta e cilindros conc\u00eantricos com amostras de argila marinha utilizando o re\u00f4metro de bancada.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>DE LIMA, L. B.; HOTTA, M. M.; TAKAYASSU, L. C.; NUNES, P. V. A.; DE ALMEIDA, M. S. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2024<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-54\" data-animation=\"1\" data-class=\"popover-54\" data-container=\"popover-54\" data-content=\"DE LIMA, L. B.; HOTTA, M. M.; TAKAYASSU, L. C.; NUNES, P. V. A.; DE ALMEIDA, M. S. S. Estudo comparativo entre ensaios de palheta e cilindros conc\u00eantricos com amostras de argila marinha, utilizando o re\u00f4metro de bancada. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.cobramseg.com.br\/evento\/cobramseg2024\/trabalhosaprovados\/naintegra\/798\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-55 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/cobramseg.com.br\/upload\/trabalhos\/t1arquivo\/oJaQ3J7wBGiaLr54ZE04lDAbBF19.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>M\u00f3dulo Cisalhante M\u00e1ximo de Areia Quartzosa Obtido Atrav\u00e9s do Ensaio Mini Air Hammer em Centr\u00edfuga Geot\u00e9cnica.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>BARBOZA, R. T. C.; LEMOS, S. G. F. P.; OLIVEIRA, N. P.; DE ALMEIDA, M. C. F.; DE ALMEIDA, M. S. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2024<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-55\" data-animation=\"1\" data-class=\"popover-55\" data-container=\"popover-55\" data-content=\"BARBOZA, R. T. C.; LEMOS, S. G. F. P.; OLIVEIRA, N. P.; DE ALMEIDA, M. C. F.; DE ALMEIDA, M. S. S. M\u00f3dulo cisalhante m\u00e1ximo de areia quartzosa obtido atrav\u00e9s do ensaio Mini Air Hammer em centr\u00edfuga geot\u00e9cnica. In: XXI Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica (COBRAMSEG 2024), X Simp\u00f3sio Brasileiro de Mec\u00e2nica das Rochas, X Simp\u00f3sio Brasileiro de Engenheiros Geot\u00e9cnicos Jovens, Balne\u00e1rio Cambori\u00fa, SC, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/cobramseg.com.br\/upload\/trabalhos\/t1arquivo\/oJaQ3J7wBGiaLr54ZE04lDAbBF19.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-56 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/uploads\/publications\/53\/125\/ECPMG2024-18.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Numerical and physical modelling of the seismic response of gentle slopes in soft clay.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>SORIANO, C. Y.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2024<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-56\" data-animation=\"1\" data-class=\"popover-56\" data-container=\"popover-56\" data-content=\"SORIANO, C. Y.; DE ALMEIDA, M. S. S.; DE ALMEIDA, M. C. F. Numerical and physical modelling of the seismic response of gentle slopes in soft clay. In: 5th European Conference on Physical Modelling in Geotechnics (ECPMG 2024), Delft, the Netherlands, 2024. Proceedings of the 5th ECPMG 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/uploads\/publications\/53\/125\/ECPMG2024-18.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-57 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.e3s-conferences.org\/articles\/e3sconf\/abs\/2024\/74\/e3sconf_is-porto2024_07002\/e3sconf_is-porto2024_07002.html\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge modelling of monotonic and cyclic lateral responses of monopiles in quartz and carbonate sands.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>DE ALMEIDA, M. S. S.; BARRA, M. F. W.; GOMES, N. F.; GOMES, J. W. P.; DE ALMEIDA, M. C. F.; FUTAI, M. M.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2024<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-57\" data-animation=\"1\" data-class=\"popover-57\" data-container=\"popover-57\" data-content=\"DE ALMEIDA, M. S. S.; BARRA, M. F. W.; GOMES, N. F.; GOMES, J. W. P.; DE ALMEIDA, M. C. F.; FUTAI, M. M. Centrifuge modelling of monotonic and cyclic lateral responses of monopiles in quartz and carbonate sands. In: 8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023), 2024. Porto, Portugal. E3S Web of Conferences, v. 544, 2024.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.e3s-conferences.org\/articles\/e3sconf\/abs\/2024\/74\/e3sconf_is-porto2024_07002\/e3sconf_is-porto2024_07002.html\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-12\"><h2>2023<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-58 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/asmedigitalcollection.asme.org\/OMAE\/proceedings-abstract\/OMAE2023\/86915\/V009T10A012\/1167349\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>A Numerical Investigation on the Derivation of p-y Curves for Monopile Foundations Installed in Sand.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>KRONEMBERGER LOPES, GUILHERME ; MENDES DE SOUSA, JOS\u00c9 RENATO ; CASC\u00c3O FERREIRA DE ALMEIDA, MARIA ; <b>DE SOUZA SOARES DE ALMEIDA, M\u00c1RCIO .<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2023<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-58\" data-animation=\"1\" data-class=\"popover-58\" data-container=\"popover-58\" data-content=\"KRONEMBERGER LOPES, Guilherme; MENDES DE SOUSA, Jos\u00e9 Renato; CASC\u00c3O FERREIRA DE ALMEIDA, Maria; DE SOUZA SOARES DE ALMEIDA, M\u00e1rcio. A numerical investigation on the derivation of p-y curves for monopile foundations installed in sand. In: AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) 2023 42nd International Conference on Ocean, Offshore and Arctic Engineering, 2023, Melbourne. Proceedings... V. 9: Offshore Geotechnics; Petroleum Technology. New York: [s.n.], 2023.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/asmedigitalcollection.asme.org\/OMAE\/proceedings-abstract\/OMAE2023\/86915\/V009T10A012\/1167349\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-13\"><h2 id=\"toc_2022\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2022<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-59 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.editoracubo.com.br\/10.4322\/cobramseg.2022.0122.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Comportamento de aterro experimental sobre solo mole tratado com colunas de brita.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>PIRES, L. G. S. ; <b>DE ALMEIDA, MARCIO DE SOUZA SOARES <\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-59\" data-animation=\"1\" data-class=\"popover-59\" data-container=\"popover-59\" data-content=\"PIRES, L. G. S.; DE ALMEIDA, M\u00e1rcio de Souza Soares. Comportamento de aterro experimental sobre solo mole tratado com colunas de brita. In: COBRAMSEG, 2022, Campinas. Anais do XX COBRAMSEG. Campinas: [s.n.], 2022. v. 1, p. 01-08.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/doi.editoracubo.com.br\/10.4322\/cobramseg.2022.0122.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-60 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Aterro suportado por colunas de Deep Soil Mixing na obra do aeroporto do Salgado Filho em Porto Alegre\/RS.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: DE ALMEIDA, MARCIO DE SOUZA SOARES<\/b>; FAGUNDES, D. F. ; MACHADO, M. ; ASSIS, V. C.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<p class=\"fusion-responsive-typography-calculated\" style=\"color: #858a9f; --fontsize: 18; line-height: 1.5; --minfontsize: 18; text-align: left;\" data-fontsize=\"18\" data-lineheight=\"27px\"><span class=\"fusion-popover popover-60\" data-animation=\"1\" data-class=\"popover-60\" data-container=\"popover-60\" data-content=\"DE ALMEIDA, M\u00e1rcio de Souza Soares; FAGUNDES, D. F.; MACHADO, M.; ASSIS, V. C. Aterro suportado por colunas de Deep Soil Mixing na obra do aeroporto do Salgado Filho em Porto Alegre\/RS. In: COBRAMSEG, 2022, Campinas. Anais do XX COBRAMSEG. Campinas: [s.n.], 2022. v. 1, p. 01-08.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-61 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/362781684_Modelagem_Centrifuga_da_Interacao_Lateral_Ciclica_Solo-Duto_sob_Forca_Vertical_Controlada_em_Solo_Arenoso\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Modelagem centr\u00edfuga da intera\u00e7\u00e3o lateral c\u00edclica solo-duto sob for\u00e7a vertical controlada em solo arenoso.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>PEESSIN, J. ; OLIVEIRA, J.R.M.S ; <b>DE ALMEIDA, MARCIO DE SOUZA SOARES<\/b> ; TARAZONA, S. F. M. ; ALBUQUERQUE JR., F. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-61\" data-animation=\"1\" data-class=\"popover-61\" data-container=\"popover-61\" data-content=\"PEESSIN, J.; OLIVEIRA, J. R. M. S.; DE ALMEIDA, M\u00e1rcio de Souza Soares; TARAZONA, S. F. M.; ALBUQUERQUE JR., F. S. Modelagem centr\u00edfuga da intera\u00e7\u00e3o lateral c\u00edclica solo-duto sob for\u00e7a vertical controlada em solo arenoso. In: COBRAMSEG, 2022, Campinas. Anais do XX COBRAMSEG. Campinas: [s.n.], 2022. v. 1, p. 01-08.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/362781684_Modelagem_Centrifuga_da_Interacao_Lateral_Ciclica_Solo-Duto_sob_Forca_Vertical_Controlada_em_Solo_Arenoso\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-62 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Caracteriza\u00e7\u00e3o f\u00edsica e qu\u00edmica de areia carbonatada artificial.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>GOMES, N. F. ; BARRA, M. F. W. ; LEMOS, S. G. F. P. ; <b>DE ALMEIDA, MARCIO DE SOUZA SOARES<\/b> .<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-62\" data-animation=\"1\" data-class=\"popover-62\" data-container=\"popover-62\" data-content=\"GOMES, N. F.; BARRA, M. F. W.; LEMOS, S. G. F. P.; DE ALMEIDA, M\u00e1rcio de Souza Soares. Caracteriza\u00e7\u00e3o f\u00edsica e qu\u00edmica de areia carbonatada artificial. In: COBRAMSEG, 2022, Campinas. Anais do XX COBRAMSEG. Campinas: [s.n.], 2022. v. 1, p. 01-08.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-63 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/362783388_Parametros_Geotecnicos_de_um_Deposito_de_Solo_Mole_em_MacaeRJ\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Par\u00e2metros geot\u00e9cnicos de um dep\u00f3sito de solo mole em Maca\u00e9\/RJ.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>ABREU, A. V. ; <b>DE ALMEIDA, MARCIO DE SOUZA SOARES<\/b>.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-63\" data-animation=\"1\" data-class=\"popover-63\" data-container=\"popover-63\" data-content=\"ABREU, A. V.; DE ALMEIDA, M\u00e1rcio de Souza Soares. Par\u00e2metros geot\u00e9cnicos de um dep\u00f3sito de solo mole em Maca\u00e9\/RJ. In: COBRAMSEG, 2022, Campinas. Anais do XX COBRAMSEG. Campinas: [s.n.], 2022. v. 1, p. 01-08.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/362783388_Parametros_Geotecnicos_de_um_Deposito_de_Solo_Mole_em_MacaeRJ\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-64 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/362787260_Ensaios_de_Coluna_Ressonante_em_Caulim_Speswhite\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Ensaios de coluna ressonante em Caulim Speswhite.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FERNANDES, F. C. ; TARAZONA, S. F. M. ; Maria Casc\u00e3o Ferreira de Almeida ; <b>DE ALMEIDA, MARCIO DE SOUZA SOARES<\/b> ; BARROS, J. M. C.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-64\" data-animation=\"1\" data-class=\"popover-64\" data-container=\"popover-64\" data-content=\"FERNANDES, F. C.; TARAZONA, S. F. M.; ALMEIDA, Maria Casc\u00e3o Ferreira de; DE ALMEIDA, M\u00e1rcio de Souza Soares; BARROS, J. M. C. Ensaios de coluna ressonante em caulim Speswhite. In: COBRAMSEG, 2022, Campinas. Anais do XX COBRAMSEG. Campinas: [s.n.], 2022. v. 1, p. 01-08.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/362787260_Ensaios_de_Coluna_Ressonante_em_Caulim_Speswhite\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-65 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Modelagem s\u00edsmica em centr\u00edfuga de um talude suave em argila com camada fraca.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>SORIANO, CRISTIAN ; ALMEIDA, M. C. F. <b>; ALMEIDA<\/b>, <b>MARCIO S.S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-65\" data-animation=\"1\" data-class=\"popover-65\" data-container=\"popover-65\" data-content=\"SORIANO, Cristian; ALMEIDA, M. C. F.; ALMEIDA, M\u00e1rcio S. S. Modelagem s\u00edsmica em centr\u00edfuga de um talude suave em argila com camada fraca. In: CONFER\u00caNCIA BRASILEIRA SOBRE ESTABILIDADE DE ENCOSTAS (COBRAE), 8., 2022, Porto de Galinhas. Anais da VIII Confer\u00eancia Brasileira Sobre Estabilidade de Encostas (VIII COBRAE). Porto de Galinhas: [s.n.], 2022.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-66 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Sismicidade e amea\u00e7a s\u00edsmica na bacia de santos<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>BORGES, R.G ; ASSUMPCAO, M. S. ; <b>ALMEIDA, M. C. F.<\/b> ; ALMEIDA, M. S. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-66\" data-animation=\"1\" data-class=\"popover-66\" data-container=\"popover-66\" data-content=\"BORGE, R. G.; ASSUMP\u00c7\u00c3O, M. S.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S. Sismicidade e amea\u00e7a s\u00edsmica na bacia de Santos. In: CONFER\u00caNCIA BRASILEIRA SOBRE ESTABILIDADE DE ENCOSTAS (COBRAE), 8., 2022, Porto de Galinhas. Anais da VIII Confer\u00eancia Brasileira Sobre Estabilidade de Encostas (VIII COBRAE). Porto de Galinhas: [s.n.], 2022.\" data-delay=\"50\" data-placement=\"top\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-67 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/362786314_Influence_of_bandwidth_filtering_on_the_amplification_profiles_of_peak_horizontal_acceleration_on_centrifuge_models\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Influence of bandwidth filtering on the amplification profiles of peak horizontal acceleration on centrifuge models.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>SOUZA JUNIOR, L. O. ; TAKAYASSU, L. C. ; TARAZONA, S. F. M. ; ALMEIDA, MARIA CASC\u00c3O FERREIRA ; <b>DE ALMEIDA, MARCIO DE SOUZA SOARES .<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2022<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-67\" data-animation=\"1\" data-class=\"popover-67\" data-container=\"popover-67\" data-content=\"SOUZA JUNIOR, L. O.; TAKAYASSU, L. C.; TARAZONA, S. F. M.; ALMEIDA, Maria Casc\u00e3o Ferreira; DE ALMEIDA, M\u00e1rcio de Souza Soares. Influence of bandwidth filtering on the amplification profiles of peak horizontal acceleration on centrifuge models. In: COBRANSEG, 2022, Campinas. Anais... v. 1, p. 01-08, 2022.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/362786314_Influence_of_bandwidth_filtering_on_the_amplification_profiles_of_peak_horizontal_acceleration_on_centrifuge_models\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-14\"><h2 id=\"toc_2021\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2021<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-68 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Centrifuge Study of Seismic Response of Submarine Clay Canyons.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>TARAZONA, S. F. M. ; ALMEIDA, M. C. F. ; <b>ALMEIDA, M. S. S.<\/b> ; ESCOFFIER, SANDRA ; TAKAYASSU, L. C.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2021<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-68\" data-animation=\"1\" data-class=\"popover-68\" data-container=\"popover-68\" data-content=\"TARAZONA, S. F. M.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S.; ESCOFFIER, S.; TAKAYASSU, L. C. Centrifuge study of seismic response of submarine clay canyons. In: INTERNATIONAL SYMPOSIUM ON FRONTIERS IN OFFSHORE GEOTECHNICS, 4., 2020, Texas. Anais... Texas: [s.n.], 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-text fusion-text-15\"><h2 id=\"toc_2020\" class=\"fusion-responsive-typography-calculated\" style=\"--fontsize: 32; line-height: 1.4;\" data-fontsize=\"32\" data-lineheight=\"44.8px\">2020<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-69 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Centrifuge Study of Seismic Response of Submarine Clay Canyons.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>TARAZONA, S. F. M. ; ALMEIDA, MARIA CASC\u00c3O FERREIRA DE ; <b>ALMEIDA, M\u00c1RCIO DE SOUZA SOARES DE<\/b> ; ESCOFFIER, S. ; TAKAYASSU, L.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2020<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-69\" data-animation=\"1\" data-class=\"popover-69\" data-container=\"popover-69\" data-content=\"TARAZONA, S. F. M.; ALMEIDA, Maria Casc\u00e3o Ferreira de; ALMEIDA, M\u00e1rcio de Souza Soares de; ESCOFFIER, S.; TAKAYASSU, L. Centrifuge study of seismic response of submarine clay canyons. In: INTERNATIONAL SYMPOSIUM ON FRONTIERS IN OFFSHORE GEOTECHNICS, 4., 2020, Tekas. Anais... v. 1, p. 01-13, 2021.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-70 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.mittetecnologia.com.br\/anais\/geoAmericas\/resumos\/PPT-eposter-trab-aceito-0110-2.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Numerical study of encased stone columns subjected to embankment loading.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: ALMEIDA, M\u00c1RCIO DE SOUZA SOARES DE<\/b>; HOSSEINPOUR, IMAN ; ALMEIDA, M. C. F. ; NIKOLAOU, T. N. ; SAGGIN, P.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2020<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-70\" data-animation=\"1\" data-class=\"popover-70\" data-container=\"popover-70\" data-content=\"ALMEIDA, M\u00e1rcio de Souza Soares de; HOSSEINPOUR, Iman; ALMEIDA, Maria Casc\u00e3o Ferreira de; NIKOLAOU, T. N.; SAGGIN, P. Numerical study of encased stone columns subjected to embankment loading. In: GEOAMERICAS, 2020, Rio de Janeiro. Anais... v. 1, p. 1-13, 2020.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.mittetecnologia.com.br\/anais\/geoAmericas\/resumos\/PPT-eposter-trab-aceito-0110-2.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-text fusion-text-16\"><h2>2019 &#8211; 1998<\/h2>\n<\/div><div class=\"fusion-reading-box-container reading-box-container-71 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340738989_Simulation_of_a_Weak_Layered_Profile_Using_Geotechnical_Centrifuge\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Simulation of a Weak Layered Profile Using Geotechnical Centrifuge.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>SORIANO, CRISTIAN ; ANDRADE, R. B. ; MOLLEPAZA TARAZONA, SAMUEL FELIPE ; <b>ALMEIDA, M.S.S.<\/b> ; ALMEIDA, M. C. F. ; OLIVEIRA, J. R. M. S. ; TREJO, PABLO C.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-71\" data-animation=\"1\" data-class=\"popover-71\" data-container=\"popover-71\" data-content=\"SORIANO, Cristian; ANDRADE, R. B.; MOLLEPAZA TARAZONA, Samuel Felipe; ALMEIDA, M. S. S.; ALMEIDA, M. C. F.; OLIVEIRA, J. R. M. S.; TREJO, Pablo C. Simulation of a weak layered profile using geotechnical centrifuge. In: CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, 16., 2019, Cancun. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Proceedings of the XVI Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVI PCSMGE), 17-20 Nov. 2019, Cancun, Mexico. [S.l.]: [s.n.], 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340738989_Simulation_of_a_Weak_Layered_Profile_Using_Geotechnical_Centrifuge\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-72 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/uploads\/publications\/51\/75\/0609-ecsmge-2019_Artuso.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Feasibility of the use of physical modeling to estimate the permeability of the soil-waste sludge mixture.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>ARTUSO, F. ; BORGES, C. ; LUKIANTCHUKI, J. ; OLIVEIRA, J. R. M. S. ; TARAZONA, S. M. ; ALMEIDA, M.S.S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-72\" data-animation=\"1\" data-class=\"popover-72\" data-container=\"popover-72\" data-content=\"SORIANO, Cristian; ANDRADE, R. B.; MOLLEPAZA TARAZONA, Samuel Felipe; ALMEIDA, M. S. S.; ALMEIDA, M. C. F.; OLIVEIRA, J. R. M. S.; TREJO, Pablo C. Simulation of a weak layered profile using geotechnical centrifuge. In: CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, 16., 2019, Cancun. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges. Proceedings of the XVI Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVI PCSMGE), 17-20 Nov. 2019, Cancun, Mexico. [S.l.]: [s.n.], 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/uploads\/publications\/51\/75\/0609-ecsmge-2019_Artuso.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-73 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"file:\/\/\/C:\/Users\/mariana\/Downloads\/249-4793-1-PB-1.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Modelos F\u00edsicos de Funda\u00e7\u00f5es para Torres E\u00f3licas Offshore.<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>BARRA, M. F. W. ; GOMES, N. F. ; LEMOS, S. P. ; CARLOS, J. S. ; ALMEIDA, M. C. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2019<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-73\" data-animation=\"1\" data-class=\"popover-73\" data-container=\"popover-73\" data-content=\"BARRA, M. F. W.; GOMES, N. F.; LEMOS, S. P.; CARLOS, J. S.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S. Modelos f\u00edsicos de funda\u00e7\u00f5es para torres e\u00f3licas offshore. In: SIMP\u00d3SIO DE PR\u00c1TICAS DE ENGENHARIA GEOT\u00c9CNICA DA REGI\u00c3O SUL, 12., 2019, Joinville. Anais... Joinville: [s.n.], 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"file:\/\/\/C:\/Users\/mariana\/Downloads\/249-4793-1-PB-1.pdf\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-74 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Numerical and physical modeling of reverse fault propagation<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, T. C. ; ALMEIDA, M. C. F. ; OLIVEIRA, J.R.M.S ; <b>ALMEIDA, M. S. S<\/b>. ; BORGES, R.G .<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2018<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-74\" data-animation=\"1\" data-class=\"popover-74\" data-container=\"popover-74\" data-content=\"OLIVEIRA, T. C.; ALMEIDA, M. C. F.; OLIVEIRA, J. R. M. S.; ALMEIDA, M. S. S.; BORGES, R. G. Numerical and physical modeling of reverse fault propagation. In: CILAMCE, 11., 2019, Natal. Proceedings of the XL Ibero-Latin American Congress on Computational Methods in Engineering. Natal\/RN, Brazil: ABMEC, 2019.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-75 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0266114416301157\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Load transfer mechanism of reiforced piled embankments<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: ALMEIDA, M. S. S.<\/b> ; FAGUNDES, D. F. ; ALMEIDA, M. C. F. ; HARTMANN, D. A. ; GIROULT, R. ; THOREL, L.. ; BLANC, M<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2018<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-75\" data-animation=\"1\" data-class=\"popover-75\" data-container=\"popover-75\" data-content=\"ALMEIDA, M. S. S.; FAGUNDES, D. F.; ALMEIDA, M. C. F.; HARTMANN, D. A.; GIROULT, R.; THOREL, L.; BLANC, M. Load transfer mechanism of reinforced piled embankments. In: PHYSICAL MODELLING IN GEOTECHNICS \u2013 ICPMG18, 9., 2018, Londres. Proceedings of the 9th International Conference on Physical Modelling in Geotechnics 2018 (ICPMG18). Londres: CRC Press, 2018. v. 2, p. 1031-1036.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0266114416301157\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-76 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/347636273_Load_transfer_mechanism_of_piled_embankments_Centrifuge_tests_versus_analytical_models\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Load transfer echanism of piled embankments: Centrifuge tests versus analytical models<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>BLANC, M. ; THOREL, L. ; GIROULT, R. ; <b>ALMEIDA, M. S. S. ;<\/b> FAGUNDES, D. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2018<\/span><\/div>\n<span class=\"fusion-popover popover-76\" data-animation=\"1\" data-class=\"popover-76\" data-container=\"popover-76\" data-content=\"BLANC, M.; THOREL, L.; GIROULT, R.; ALMEIDA, M. S. S.; FAGUNDES, D. F. Load transfer mechanism of piled embankments: centrifuge tests versus analytical models. In: PHYSICAL MODELLING IN GEOTECHNICS \u2013 ICPMG18, 2018, Londres. Proceedings of the 9th International Conference on Physical Modelling in Geotechnics 2018 (ICPMG18). Londres: CRC Press, v. 2, p. 1043-1048, 2018.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/347636273_Load_transfer_mechanism_of_piled_embankments_Centrifuge_tests_versus_analytical_models\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-77 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Modelagem f\u00edsica centr\u00edfuga da simula\u00e7\u00e3o de tr\u00e1fego em uma camada de RCD<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>LUKIANTCHUKI, J. A. ; OLIVEIRA, J. R. M. S. ; PEESSIN, J. ; <b>ALMEIDA, M. S. S.<\/b> ; SENA, M. H.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2018<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-77\" data-animation=\"1\" data-class=\"popover-77\" data-container=\"popover-77\" data-content=\"LUKIANTCHUKI, J. A.; OLIVEIRA, J. R. M. S.; PEESSIN, J.; ALMEIDA, M. S. S.; SENA, M. H. Modelagem f\u00edsica centr\u00edfuga da simula\u00e7\u00e3o de tr\u00e1fego em uma camada de RCD. In: XIX CONGRESSO BRASILEIRO DE MEC\u00c2NICA DOS SOLOS E ENGENHARIA GEOT\u00c9CNICA: GEOTECNIA E DESENVOLVIMENTO URBANO, 2018, Salvador. Anais do XIX Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica: Geotecnia e Desenvolvimento Urbano. 2018.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-78 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/334591435_Modelagem_fisica_centrifuga_de_dutos_submetidos_a_movimentos_de_massa\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Modelagem f\u00edsica centr\u00edfuga de dutos submetidos a movimentos de massa<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J. R. M. S. ; RAMMAH, K. ; TREJO, P. C. ; <b>ALMEIDA, M. S. S.<\/b> ; ALMEIDA, M. C. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2018<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-78\" data-animation=\"1\" data-class=\"popover-78\" data-container=\"popover-78\" data-content=\"OLIVEIRA, J. R. M. S.; RAMMAH, K.; TREJO, P. C.; ALMEIDA, M. S. S.; ALMEIDA, M. C. F. Modelagem f\u00edsica centr\u00edfuga de dutos submetidos a movimentos de massa. In: XIX CONGRESSO BRASILEIRO DE MEC\u00c2NICA DOS SOLOS E ENGENHARIA GEOT\u00c9CNICA: GEOTECNIA E DESENVOLVIMENTO URBANO \u2013 COBRAMSEG-2018, 2018, Salvador. Anais do XIX Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica: Geotecnia e Desenvolvimento Urbano. 2018.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/334591435_Modelagem_fisica_centrifuga_de_dutos_submetidos_a_movimentos_de_massa\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-79 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/305370833_Modelling_of_a_pipeline_subjected_to_soil_mass_movements\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge Modelling of a pipeline subjected to soil mass movements<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J. R. M. S. ; RAMMAH, K. ; TREJO, PABLO C. ; <b>ALMEIDA, M. S.S.<\/b> ; ALMEIDA, M. C. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2018<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-79\" data-animation=\"1\" data-class=\"popover-79\" data-container=\"popover-79\" data-content=\"OLIVEIRA, J. R. M. S.; RAMMAH, K.; TREJO, PABLO C.; ALMEIDA, M. S. S.; ALMEIDA, M. C. F. Centrifuge modelling of a pipeline subjected to soil mass movements. In: PHYSICAL MODELLING IN GEOTECHNICS \u2013 ICPMG18, 2018, Londres. Proceedings of the 9th International Conference on Physical Modelling in Geotechnics 2018 (ICPMG18). Londres: CRC Press, v. 2, p. 1093-1098, 2018.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/305370833_Modelling_of_a_pipeline_subjected_to_soil_mass_movements\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-80 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739642_Analise_Sismica_de_Taludes_Submarinos_Atraves_de_Modelagem_Centrifuga\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>An\u00e1lise S\u00edsmica de Taludes Submarinos Atrav\u00e9s de Modelagem Centr\u00edfuga<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FERNANDES, F. C. ; Borges, R.G ; TARAZONA, S. F. M. ; BRETSCHNEIDER, A. ; ALMEIDA, M. C. F. ; <b>ALMEIDA, M. S. S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2017<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-80\" data-animation=\"1\" data-class=\"popover-80\" data-container=\"popover-80\" data-content=\"FERNANDES, F. C.; BORGES, R. G.; TARAZONA, S. F. M.; BRETSCHNEIDER, A.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S. An\u00e1lise s\u00edsmica de taludes submarinos atrav\u00e9s de modelagem centr\u00edfuga. In: XII CONFER\u00caNCIA BRASILEIRA SOBRE ESTABILIDADE DE ENCOSTAS \u2013 COBRAE 2017, 2017, Florian\u00f3polis. Revista Eletr\u00f4nica do COBRAE 2017. 2017.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739642_Analise_Sismica_de_Taludes_Submarinos_Atraves_de_Modelagem_Centrifuga\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-81 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739497_Estudo_da_Movimentacao_de_Detritos_Submarinos_em_Centrifuga_Geotecnica\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Estudo da Movimenta\u00e7\u00e3o de Detritos Submarinos em Centr\u00edfuga Geot\u00e9cnica<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>PELISSARO, D. T. ; ACOSTA, E. A. ; HOTTA, M. M. ; SABOYA, F. ; TIBANA, S. ; <b>ALMEIDA, M. S. S. ;<\/b> BORGES, R. G.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2017<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-81\" data-animation=\"1\" data-class=\"popover-81\" data-container=\"popover-81\" data-content=\"PELISSARO, D. T.; ACOSTA, E. A.; HOTTA, M. M.; SABOYA, F.; TIBANA, S.; ALMEIDA, M. S. S.; BORGES, R. G. Estudo da movimenta\u00e7\u00e3o de detritos submarinos em centr\u00edfuga geot\u00e9cnica. In: VII CONFER\u00caNCIA BRASILEIRA DE ESTABILIDADE DE ENCOSTAS, 2017, Florian\u00f3polis. Revista Eletr\u00f4nica do COBRAE 2017. 2017.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739497_Estudo_da_Movimentacao_de_Detritos_Submarinos_em_Centrifuga_Geotecnica\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-82 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/publications\/publication\/twenty-years-of-centrifuge-modeling-at-the-federal-university-of-rio-de-janeiro\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Twenty years of Centrifuge Modeling at the Federal University of Rio de Janeiro<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: ALMEIDA, M. S. S.;<\/b> ALMEIDA, M. C. F. ; OLIVEIRA, J. R. M. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2016<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-82\" data-animation=\"1\" data-class=\"popover-82\" data-container=\"popover-82\" data-content=\"ALMEIDA, M. S. S.; ALMEIDA, M. C. F.; OLIVEIRA, J. R. M. S. Twenty years of centrifuge modeling at the Federal University of Rio de Janeiro. In: 3rd EUROPEAN CONFERENCE ON PHYSICAL MODELLING IN GEOTECHNICS \u2013 EUROFUGE 2016, 2016, Nantes. Proceedings of the 3rd European Conference on Physical Modelling in Geotechnics (Eurofuge 2016). Nantes: [s.n.], 1-3 June 2016.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.issmge.org\/publications\/publication\/twenty-years-of-centrifuge-modeling-at-the-federal-university-of-rio-de-janeiro\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-83 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/309227096_Modelagem_fisica_de_uma_linha_de_dutos_submetida_a_sobrecarga_de_um_aterro\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Modelagem f\u00edsica de uma linha de dutos submetida \u00e0 sobrecarga de um aterro<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J. R. M. S. ; RAMMAH, K. ; <b>ALMEIDA, M. S. S.<\/b> ; ALMEIDA, M. C. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2016<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-83\" data-animation=\"1\" data-class=\"popover-83\" data-container=\"popover-83\" data-content=\"OLIVEIRA, J. R. M. S.; RAMMAH, K.; ALMEIDA, M. S. S.; ALMEIDA, M. C. F. Modelagem f\u00edsica de uma linha de dutos submetida \u00e0 sobrecarga de um aterro. In: XVIII CONGRESSO BRASILEIRO DE MEC\u00c2NICA DOS SOLOS E ENGENHARIA GEOT\u00c9CNICA \u2013 COBRAMSEG, 2016, Belo Horizonte. Anais do XVIII Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica. 2016.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/309227096_Modelagem_fisica_de_uma_linha_de_dutos_submetida_a_sobrecarga_de_um_aterro\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-84 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739716_Modelagem_Centrifuga_da_Movimentacao_Lateral_e_Axial_de_Dutos_em_Leito_Marinho_Arenoso\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Modelagem Centr\u00edfuga da Movimenta\u00e7\u00e3o Lateral e Axial de Dutos em Leito Marinho Arenoso<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>TARAZONA, S. F. M. ; ALMEIDA, M. S. S. ; ROMANEL, C.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2016<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-84\" data-animation=\"1\" data-class=\"popover-84\" data-container=\"popover-84\" data-content=\"TARAZONA, S. F. M.; ALMEIDA, M. S. S.; ROMANEL, C. Modelagem centr\u00edfuga da movimenta\u00e7\u00e3o lateral e axial de dutos em leito marinho arenoso. In: XVIII CONGRESSO BRASILEIRO DE MEC\u00c2NICA DOS SOLOS E ENGENHARIA GEOT\u00c9CNICA, 2016, Belo Horizonte. Anais do XVIII Congresso Brasileiro de Mec\u00e2nica dos Solos e Engenharia Geot\u00e9cnica. 2016.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739716_Modelagem_Centrifuga_da_Movimentacao_Lateral_e_Axial_de_Dutos_em_Leito_Marinho_Arenoso\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-85 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/283325709_Behaviour_of_piled_embankment_without_reinforcement\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Behaviour of piled embankment without reinforcement<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FAGUNDES, D.F. ; <b>ALMEIDA, M. S. S.<\/b> ; GIROUT, R.; BLANC, M. ; THOREL, L.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2016<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-85\" data-animation=\"1\" data-class=\"popover-85\" data-container=\"popover-85\" data-content=\"FAGUNDES, D. F.; ALMEIDA, M. S. S.; GIROULT, R.; BLANC, M.; THOREL, L. Behaviour of piled embankment without reinforcement. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, v. 168, p. 514-525, 2015.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/283325709_Behaviour_of_piled_embankment_without_reinforcement\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-86 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/periodicos.unb.br\/index.php\/ripe\/article\/view\/21762\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Influ\u00eancia do refor\u00e7o de geossint\u00e9tico e a configura\u00e7\u00e3o geom\u00e9trica no comportamento de aterros estruturados atraves de modelagem fisica em centr\u00edfuga<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FAGUNDES, D. F. ; <b>ALMEIDA, M.S.S<\/b>. ; THOREL, L.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2015<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-86\" data-animation=\"1\" data-class=\"popover-86\" data-container=\"popover-86\" data-content=\"FAGUNDES, D. F.; ALMEIDA, M. S. S.; THOREL, L. Influ\u00eancia do refor\u00e7o de geossint\u00e9tico e a configura\u00e7\u00e3o geom\u00e9trica no comportamento de aterros estruturados atrav\u00e9s de modelagem f\u00edsica em centr\u00edfuga. In: VII CONGRESSO BRASILEIRO DE GEOSSINT\u00c9TICOS, 2015, Bras\u00edlia. Anais do VII Congresso Brasileiro de Geossint\u00e9ticos. 2015.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/periodicos.unb.br\/index.php\/ripe\/article\/view\/21762\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-87 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Verifica\u00e7\u00e3o das recomenda\u00e7\u00f5es Europeias para aterros estruturados \u00e0 luz de resultados de ensaios centr\u00edfugos<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FAGUNDES, D. F. ; <b>ALMEIDA, M. S. S<\/b>. ; THOREL, L.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2015<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-87\" data-animation=\"1\" data-class=\"popover-87\" data-container=\"popover-87\" data-content=\"FAGUNDES, D. F.; ALMEIDA, M. S. S.; THOREL, L. Verifica\u00e7\u00e3o das recomenda\u00e7\u00f5es europeias para aterros estruturados \u00e0 luz de resultados de ensaios centr\u00edfugos. In: X SIMP\u00d3SIO DE PR\u00c1TICA DE ENGENHARIA GEOT\u00c9CNICA DA REGI\u00c3O SUL \u2013 GEOSUL 2015, 2015, Maring\u00e1. Anais do X Simp\u00f3sio de Pr\u00e1tica de Engenharia Geot\u00e9cnica da Regi\u00e3o Sul \u2013 GEOSUL 2015. 2015.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-88 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739671_Estudo_da_interacao_lateral_solo-duto_atraves_da_modelagem_centrifuga\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Estudo da intera\u00e7\u00e3o lateral solo-duto atrav\u00e9s da modelagem centr\u00edfuga<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>GUIMARAES, M. P. P. ; LUKIANTCHUKI, J. A. ; OLIVEIRA, J. R. M. S. ; ALMEIDA, M. C. F. ; <b>ALMEIDA, M. S. S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2015<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-88\" data-animation=\"1\" data-class=\"popover-88\" data-container=\"popover-88\" data-content=\"GUIMARAES, M. P. P.; LUKIANTCHUKI, J. A.; OLIVEIRA, J. R. M. S.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S. Estudo da intera\u00e7\u00e3o lateral solo-duto atrav\u00e9s da modelagem centr\u00edfuga. In: 15\u00ba CONGRESSO BRASILEIRO DE GEOLOGIA DE ENGENHARIA AMBIENTAL, 2015, Bento Gon\u00e7alves. Anais do 15\u00ba Congresso Brasileiro de Geologia de Engenharia Ambiental. 2015.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340739671_Estudo_da_interacao_lateral_solo-duto_atraves_da_modelagem_centrifuga\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-89 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Centrifuge Modeling of Lateral Soil-Pipe Interection<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>GUIMARAES, M. P. P. ; LUKIANTCHUKI, J. A. ; OLIVEIRA, J. R. M. S. ; TREJO, P. C. ; ALMEIDA, M. C. F. ; <b>ALMEIDA, M. S. S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2015<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-89\" data-animation=\"1\" data-class=\"popover-89\" data-container=\"popover-89\" data-content=\"GUIMARAES, M. P. P.; LUKIANTCHUKI, J. A.; OLIVEIRA, J. R. M. S.; TREJO, P. C.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S. Centrifuge modeling of lateral soil-pipe interaction. In: XV PANAMERICAN CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, 2015, Buenos Aires. Proceedings of the XV Panamerican Conference on Soil Mechanics and Geotechnical Engineering. 2015.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-90 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/334470086_The_Geotechnical_Beam_Centrifuge_at_COPPE_Centrifuge_Laboratory\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>The geotechnical beam centrifuge at COPPE centrifuge laboratory<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: ALMEIDA, M. S. S<\/b>.; ALMEIDA, M. C. F. ; TREJO, P. C. ; RAMMAH, K. I. ; LUKIANTCHUKI, J. A. ; GUIMARAES, J. ; OLIVEIRA, J. R. M. S.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2014<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-90\" data-animation=\"1\" data-class=\"popover-90\" data-container=\"popover-90\" data-content=\"ALMEIDA, M. S. S.; ALMEIDA, M. C. F.; TREJO, P. C.; RAMMAH, K. I.; LUKIANTCHUKI, J. A.; GUIMARAES, J.; OLIVEIRA, J. R. M. S. The geotechnical beam centrifuge at COPPE centrifuge laboratory. In: 8TH INTERNATIONAL CONFERENCE ON PHYSICAL MODELLING IN GEOTECHNICS, 2014, Perth. Proceedings of the 8th International Conference on Physical Modelling in Geotechnics. 13-17 Jan. 2014.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/334470086_The_Geotechnical_Beam_Centrifuge_at_COPPE_Centrifuge_Laboratory\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-91 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/287433954_On_the_influence_of_pretension_and_number_of_geosynthetic_layers_on_piled_embankment_performance\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>On the influence of pretension and number of geosynthetic layers on piled embankment performance<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>HARTMANN, D. A. ; ALMEIDA, M. C. F.;<b>ALMEIDA, M. S. S<\/b>.; BLANC, M. ; THOREL, L.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2014<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-91\" data-animation=\"1\" data-class=\"popover-91\" data-container=\"popover-91\" data-content=\"HARTMANN, D. A.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S.; BLANC, M.; THOREL, L. On the influence of pretension and number of geosynthetic layers on piled embankment performance. In: 10TH INTERNATIONAL CONFERENCE ON GEOSYNTHETICS \u2013 ICG 2014, 2014, Berlin. Anais do 10th International Conference on Geosynthetics (ICG 2014). 2014.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/287433954_On_the_influence_of_pretension_and_number_of_geosynthetic_layers_on_piled_embankment_performance\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-92 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/265879429_Centrifuge_investigation_of_the_load_transfer_mechanism_above_rigid_inclusions\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Centrifuge investigation of the load transfer mechanism above rigid inclusions\u201d<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>BLANC, M. R., G. THOREL, L., <b>ALMEIDA M. S. S<\/b>., ALMEIDA, M.C.F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2012<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-92\" data-animation=\"1\" data-class=\"popover-92\" data-container=\"popover-92\" data-content=\"BLANC, M.; THOREL, L.; ALMEIDA, M. S. S.; ALMEIDA, M. C. F. Centrifuge investigation of the load transfer mechanism above rigid inclusions. In: EUROFUGE 2012, 2012, Delft, The Netherlands. Proceedings of Eurofuge 2012. 2012.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/265879429_Centrifuge_investigation_of_the_load_transfer_mechanism_above_rigid_inclusions\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-93 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340850422_Strength_Behaviour_Analysis_of_an_Offshore_Brazilian_Marine_Clay\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Strength Behaviour Analysis of Offshore Brazilian Marine Clay<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FAGUNDES D. F., RAMMAH K., <b>ALMEIDA M. S. S<\/b>., OLIVEIRA, J. R. M. S. PEQUENO J., BORGES, R. G.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2012<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-93\" data-animation=\"1\" data-class=\"popover-93\" data-container=\"popover-93\" data-content=\"FAGUNDES, D. F.; RAMMAH, K.; ALMEIDA, M. S. S.; OLIVEIRA, J. R. M. S.; PEQUENO, J.; BORGES, R. G. Strength behaviour analysis of offshore Brazilian marine clay. In: 31ST INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING \u2013 OMAE 31, 2012, Rio de Janeiro, Brazil. Proceedings of the 31st International Conference on Ocean, Offshore and Arctic Engineering (OMAE 31). Paper Ref. 83008. 2012.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/340850422_Strength_Behaviour_Analysis_of_an_Offshore_Brazilian_Marine_Clay\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-94 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/267606719_Physical_Modelling_of_Offshore_Structures_Founded_on_Sea_Bed\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Physical Modelling Of Offshore Structures Founded on Sea Bed<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>FAGUNDES D. F., ALMEIDA M. C. F., <b>ALMEIDA M. S. S<\/b>. and RAMMAH K.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2012<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-94\" data-animation=\"1\" data-class=\"popover-94\" data-container=\"popover-94\" data-content=\"FAGUNDES, D. F.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S.; RAMMAH, K. Physical modelling of offshore structures founded on sea bed. In: 31ST INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING \u2013 OMAE 31, 2012, Rio de Janeiro, Brazil. Proceedings of the 31st International Conference on Ocean, Offshore and Arctic Engineering (OMAE 31). Paper Ref. 83265. 2012.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/267606719_Physical_Modelling_of_Offshore_Structures_Founded_on_Sea_Bed\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-95 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.taylorfrancis.com\/chapters\/edit\/10.1201\/b10554-250\/cyclic-behaviour-iron-mining-tailings-using-centrifuge-mini-cpt-tests-motta-almeida-pequeno-oliveira-esp%C3%B3sito\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Cyclic behaviour of iron mining tailings using centrifuge mini-CPT tests<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>MOTTA, H. P. G. ; OLIVEIRA, J. R. M. S. ; <b>ALMEIDA, M. S. S<\/b>. ; ESP\u00d3SITO, T. J. ; PEQUENO, J. G. A.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2010<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-95\" data-animation=\"1\" data-class=\"popover-95\" data-container=\"popover-95\" data-content=\"MOTTA, H. P. G.; OLIVEIRA, J. R. M. S.; ALMEIDA, M. S. S.; ESP\u00d3SITO, T. J.; PEQUENO, J. G. A. Cyclic behaviour of iron mining tailings using centrifuge mini-CPT tests. In: 7TH INTERNATIONAL CONFERENCE ON PHYSICAL MODELLING IN GEOTECHNICS, 2010, Zurich. Proceedings of the 7th International Conference on Physical Modelling in Geotechnics, v. 2, p. 1471-1476. 2010.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.taylorfrancis.com\/chapters\/edit\/10.1201\/b10554-250\/cyclic-behaviour-iron-mining-tailings-using-centrifuge-mini-cpt-tests-motta-almeida-pequeno-oliveira-esp%C3%B3sito\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-96 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.taylorfrancis.com\/chapters\/edit\/10.1201\/b10554-34\/retrofits-coppe-mini-drum-geotechnical-centrifuge-almeida-neto-almeida-fagundes-oliveira\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Retrofits to COPPE Mini-Drum Geotechnical Centrifuge<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>NETO, J. L. S. ; OLIVEIRA, J. R. M. S. ; <b>ALMEIDA, M. S. S<\/b>. ; FAGUNDES, D.F. &amp; ALMEIDA, M. C. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2010<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-96\" data-animation=\"1\" data-class=\"popover-96\" data-container=\"popover-96\" data-content=\"NETO, J. L. S.; OLIVEIRA, J. R. M. S.; ALMEIDA, M. S. S.; FAGUNDES, D. F.; ALMEIDA, M. C. F. Retrofits to COPPE Mini-Drum Geotechnical Centrifuge. In: INTERNATIONAL CONFERENCE ON PHYSICAL MODELLING IN GEOTECHNICS (ICPMG), 2010, Zurique, Su\u00ed\u00e7a. Proceedings of the International Conference on Physical Modelling in Geotechnics (ICPMG), v. 1, p. 211-216. 2010.\n\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.taylorfrancis.com\/chapters\/edit\/10.1201\/b10554-34\/retrofits-coppe-mini-drum-geotechnical-centrifuge-almeida-neto-almeida-fagundes-oliveira\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-97 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-desktop-button fusion-tagline-button continue fusion-desktop-button-margin continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/294660121_Geotechnical_response_of_pipelines_shallowly_embedded_in_clayey_and_sandy_soils\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><h2>Geotechnical response of pipelines shallowly embedded in clayey and sandy soils<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J. R. M. S.; BORGES, R. G.; FEITOZA, J.; ALMEIDA, M. C. F.; <b>ALMEIDA, M. S. S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2009<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-97\" data-animation=\"1\" data-class=\"popover-97\" data-container=\"popover-97\" data-html-content=\"OLIVEIRA, J. R. M. S.; BORGES, R. G.; FEITOZA, J.; ALMEIDA, M. C. F.; ALMEIDA, M. S. S. Geotechnical response of pipelines shallowly embedded in clayey and sandy soils. In: RIO PIPELINE 2009 CONFERENCE &amp; EXPOSITION, 2009, Rio de Janeiro. Proceedings of the Rio Pipeline 2009 Conference &amp; Exposition. 2009.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><a class=\"button fusion-button button-default fusion-button-small button-small button-flat fusion-mobile-button continue-right\" style=\"-webkit-box-shadow:none;-moz-box-shadow:none;box-shadow:none;border-radius:0px 0px 0px 0px\" href=\"https:\/\/www.researchgate.net\/publication\/294660121_Geotechnical_response_of_pipelines_shallowly_embedded_in_clayey_and_sandy_soils\" target=\"_blank\" rel=\"noopener noreferrer\"><span>Acesso<\/span><\/a><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-98 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Physical and numerical modelling of a pipeline shallowly buried in sandy soil subjected to lateral load<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>ALMEIDA, M. C. F.; <b>ALMEIDA, M. S. S.; <\/b>PACHECO, L.A.; OLIVEIRA, J. R. M. S.; BORGES, R. G.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2007<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-98\" data-animation=\"1\" data-class=\"popover-98\" data-container=\"popover-98\" data-content=\"ALMEIDA, M. C. F.; ALMEIDA, M. S. S.; PACHECO, L. A.; OLIVEIRA, J. R. M. S.; BORGES, R. G. Physical and numerical modelling of a pipeline shallowly buried in sandy soil subjected to lateral load. In: XIII PAN AMERICAN CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, 2007, Isla Margarita. Proceedings of the XIII Pan American Conference on Soil Mechanics and Geotechnical Engineering. 2007.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-99 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Undrained strength of very soft clays soils used in pipeline studies in the centrifuge<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J. R. M. S.;<b> ALMEIDA, M. S. S<\/b>.; MARQUES, M. E. S.; ALMEIDA, M. C. F.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2006<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-99\" data-animation=\"1\" data-class=\"popover-99\" data-container=\"popover-99\" data-html-content=\"OLIVEIRA, J. R. M. S.; ALMEIDA, M. S. S.; MARQUES, M. E. S.; ALMEIDA, M. C. F. Undrained strength of very soft clay soils used in pipeline studies in the centrifuge. In: INTERNATIONAL CONFERENCE ON PHYSICAL MODELLING IN GEOTECHNICS \u2013 ICPMG&#039;06, 2006, Hong Kong. Proceedings of the International Conference on Physical Modelling in Geotechnics (ICPMG&#039;06), v. 2, p. 1355-1360. 2006.\" data-delay=\"50\" data-placement=\"top\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-100 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Particle image velocimetry analysis of pipe-soil interaction<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J. R. M. S.; BLANCO, R. M. ; Oliveira, A. ; <b>ALMEIDA, M. S. S<\/b>.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2005<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-100\" data-animation=\"1\" data-class=\"popover-100\" data-container=\"popover-100\" data-content=\"OLIVEIRA, J. R. M. S.; BLANCO, R. M.; OLIVEIRA, A.; ALMEIDA, M. S. S. Particle image velocimetry analysis of pipe-soil interaction. In: XXVI IBERIAN LATIN-AMERICAN CONGRESS ON COMPUTATIONAL METHODS IN ENGINEERING \u2013 CILAMCE, 2005, Guarapari. Anais do XXVI CILAMCE, p. 124-124. 2005.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-101 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Physical and numerical modelling of lateral buckling of a pipeline in very soft clay<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>OLIVEIRA, J. R. M. S.; <b>ALMEIDA, M. S. S. <\/b>; ALMEIDA, M. C. F. ; BORGES, R. G. ; AMARAL, C. S. &amp; COSTA, A. M.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2005<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-101\" data-animation=\"1\" data-class=\"popover-101\" data-container=\"popover-101\" data-content=\"OLIVEIRA, J. R. M. S.; ALMEIDA, M. S. S.; ALMEIDA, M. C. F.; BORGES, R. G.; AMARAL, C. S.; COSTA, A. M. Physical and numerical modelling of lateral buckling of a pipeline in very soft clay. In: INTERNATIONAL SYMPOSIUM ON FRONTIERS IN OFFSHORE GEOTECHNICS (ISFOG), 2005, Perth, Austr\u00e1lia. Proceedings of the International Symposium on Frontiers in Offshore Geotechnics (ISFOG). 2005.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-102 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Migration of some pollutants through clayey and sandy soils: centrifuge modeling<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: ALMEIDA M. S. S.<\/b><\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">2000<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-102\" data-animation=\"1\" data-class=\"popover-102\" data-container=\"popover-102\" data-content=\"ALMEIDA, M. S. S. Migration of some pollutants through clayey and sandy soils: centrifuge modeling. In: INTERNATIONAL SYMPOSIUM ON PHYSICAL MODELLING AND TESTING IN ENVIRONMENTAL GEOTECHNICS, 2000, La Baule, France. Proceedings of the International Symposium on Physical Modelling and Testing in Environmental Geotechnics, p. 379-388. 2000.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><div class=\"fusion-reading-box-container reading-box-container-103 fusion-animated\" style=\"--awb-title-color:#4c5166;--awb-title-font-size:20px;--awb-title-letter-spacing:-0,6;--awb-margin-top:0px;--awb-margin-bottom:84px;--awb-title-text-transform:capitalize;--awb-title-font-family:&#039;Lucida Sans Unicode&#039;, &#039;Lucida Grande&#039;, sans-serif;--awb-title-font-style:normal;--awb-title-font-weight:400;\" data-animationType=\"fadeInLeft\" data-animationDuration=\"2.5\" data-animationOffset=\"top-into-view\"><div class=\"reading-box\" style=\"background-color:#f6f6f6;border-width:1px;border-color:#f6f6f6;border-left-width:3px;border-left-color:var(--primary_color);border-style:solid;\"><h2>Migration of zinc through sedimentary soil models<\/h2><div class=\"reading-box-description fusion-reading-box-additional\"><b>Autor: <\/b>GURUNG S. B., <b>ALMEIDA M. S. S<\/b>.; BICALHO K. V.<\/div><div class=\"reading-box-additional\">\n<div><b style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">Ano:<\/b> <span style=\"color: var(--awb-color5); font-size: 16px; line-height: 24px;\" data-fusion-font=\"true\">1998<\/span><\/div>\n<div><\/div>\n<span class=\"fusion-popover popover-103\" data-animation=\"1\" data-class=\"popover-103\" data-container=\"popover-103\" data-content=\"GURUNG, S. B.; ALMEIDA, M. S. S.; BICALHO, K. V. Migration of zinc through sedimentary soil models. In: INTERNATIONAL CONFERENCE ON CENTRIFUGE 98, 1998, Tokyo. Proceedings of the International Conference on Centrifuge 98, v. 1, p. 589-594. 1998.\" data-delay=\"50\" data-placement=\"right\" data-toggle=\"popover\" data-trigger=\"click\">Citar<\/span><\/div><div class=\"fusion-clearfix\"><\/div><\/div><\/div><\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-3 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1216.8px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-2086","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/lm2c.coc.ufrj.br\/en\/wp-json\/wp\/v2\/pages\/2086","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/lm2c.coc.ufrj.br\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/lm2c.coc.ufrj.br\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/lm2c.coc.ufrj.br\/en\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/lm2c.coc.ufrj.br\/en\/wp-json\/wp\/v2\/comments?post=2086"}],"version-history":[{"count":110,"href":"https:\/\/lm2c.coc.ufrj.br\/en\/wp-json\/wp\/v2\/pages\/2086\/revisions"}],"predecessor-version":[{"id":4223,"href":"https:\/\/lm2c.coc.ufrj.br\/en\/wp-json\/wp\/v2\/pages\/2086\/revisions\/4223"}],"wp:attachment":[{"href":"https:\/\/lm2c.coc.ufrj.br\/en\/wp-json\/wp\/v2\/media?parent=2086"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}