{"id":554,"date":"2021-11-22T18:52:24","date_gmt":"2021-11-22T18:52:24","guid":{"rendered":"http:\/\/geotecniaycimentaciones.com.co\/?p=554"},"modified":"2021-11-22T20:20:49","modified_gmt":"2021-11-22T20:20:49","slug":"modelacion-numerica","status":"publish","type":"post","link":"https:\/\/geotecniaycimentaciones.com.co\/en\/modelacion-numerica\/","title":{"rendered":"Numerical Modeling"},"content":{"rendered":"<h4 class=\"has-text-color wp-block-heading\" style=\"color:#29364c\"><strong>-VANGUARD TECHNOLOGY -<\/strong><\/h4>\n\n\n\n<h5 class=\"has-text-color wp-block-heading\" style=\"color:#29364c\"><strong>Software specialized in Geotechnics.<\/strong><\/h5>\n\n\n\n<p class=\"has-black-color has-text-color\">Our studies and designs are made with Numerical Modeling programs in&nbsp;<strong>2 and 3 dimensions<\/strong><\/p>\n\n\n\n<p class=\"has-black-color has-text-color\"><strong>Slide:&nbsp;<\/strong>Analysis of&nbsp;<strong>Stability<\/strong>&nbsp;for slopes in soils and rocks.<\/p>\n\n\n\n<p class=\"has-black-color has-text-color\"><strong>Phase 2:&nbsp;<\/strong>Finite Element Analysis for&nbsp;<strong>excavations and slopes<\/strong><\/p>\n\n\n\n<p class=\"has-black-color has-text-color\"><strong>Selthements:<\/strong>&nbsp;3D analysis for&nbsp;<strong>consolidation and settlements.<\/strong><\/p>\n\n\n\n<p class=\"has-black-color has-text-color\"><strong>Rock fall:&nbsp;<\/strong>Risk analysis for&nbsp;<strong>rockfall on cut slopes<\/strong><\/p>\n\n\n\n<p class=\"has-black-color has-text-color\"><strong>Swedge:<\/strong>&nbsp;Probabilistic analysis of geometry and<strong>&nbsp;wedge stability<\/strong><\/p>\n\n\n\n<p class=\"has-black-color has-text-color\"><strong>RS3:&nbsp;<\/strong>Finite element analysis in three dimensions,<strong>&nbsp;rocks and soils, excavations,<\/strong><\/p>\n\n\n\n<p class=\"has-black-color has-text-color\"><strong>Plaxis infiltration analysis:<\/strong>&nbsp;&nbsp;Two-dimensional finite element analysis of<strong>&nbsp;ascents, stability of geotechnical problems<\/strong><\/p>","protected":false},"excerpt":{"rendered":"<p>-TECNOLOG\u00cdA DE VANGUARDIA \u2013 Software especializado en Geot\u00e9cnia. Nuestros estudios y dise\u00f1os son elaborados con programas de Modelaci\u00f3n Num\u00e9rica en&nbsp;2 y 3 dimensiones Slide:&nbsp;An\u00e1lisis de&nbsp;Estabilidad&nbsp;para taludes en suelos y rocas. Phase 2:&nbsp;An\u00e1lisis de elementos finitos para&nbsp;excavaciones y taludes Selthements:&nbsp;An\u00e1lisis 3D para&nbsp;consolidaci\u00f3n y asentamientos. Rock fall:&nbsp;An\u00e1lisis de riesgo para&nbsp;ca\u00edda de rocas en taludes de corte Swedge:&nbsp;An\u00e1lisis &hellip;<\/p>\n<p class=\"read-more\"> <a class=\"\" href=\"https:\/\/geotecniaycimentaciones.com.co\/en\/modelacion-numerica\/\"> <span class=\"screen-reader-text\">Numerical Modeling<\/span> Read More &raquo;<\/a><\/p>","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"default","ast-global-header-display":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","footnotes":""},"categories":[7],"tags":[],"_links":{"self":[{"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/posts\/554"}],"collection":[{"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/comments?post=554"}],"version-history":[{"count":1,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/posts\/554\/revisions"}],"predecessor-version":[{"id":556,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/posts\/554\/revisions\/556"}],"wp:attachment":[{"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/media?parent=554"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/categories?post=554"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/geotecniaycimentaciones.com.co\/en\/wp-json\/wp\/v2\/tags?post=554"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}