{"id":603,"date":"2018-08-24T22:43:07","date_gmt":"2018-08-24T22:43:07","guid":{"rendered":"https:\/\/www.zuloaga.online\/ignacio\/?p=603"},"modified":"2023-05-31T22:45:30","modified_gmt":"2023-05-31T22:45:30","slug":"geo5-asientos-y-consolidacion-software-para-analisis-geotecnico","status":"publish","type":"post","link":"https:\/\/www.zuloaga.online\/ignacio\/geo5-asientos-y-consolidacion-software-para-analisis-geotecnico\/","title":{"rendered":"GEO5 | Asientos y Consolidaci\u00f3n | Software para An\u00e1lisis Geot\u00e9cnico"},"content":{"rendered":"<p>GEO5 Asientos y Consolidaci\u00f3n, es un software de an\u00e1lisis geot\u00e9cnico que se utiliza para determinar el asiento vertical y la consolidaci\u00f3n (en funci\u00f3n del tiempo) de suelos sometidos a cargas, por ejemplo: bajo terraplenes, cimentaciones, presas de tierra y cargas superficiales (sobrecargas).<\/p>\n<p>Caracter\u00edsticas principales:<\/p>\n<p>&#8211; Considera diferentes teor\u00edas de dise\u00f1o de asientos (Janbu, Buismann, terreno blando, usando los \u00edndices y coeficientes de compresi\u00f3n, asentamientos secundarios seg\u00fan Ladd)<br \/>\n&#8211; Entorno de suelo con estratificaci\u00f3n generalizada.<br \/>\n&#8211; Incluye una base de datos con par\u00e1metros de suelos.<br \/>\n&#8211; Permite cualquier tipo de sobrecargas aplicadas a las estructuras (franja, trapezoidal, concentrada)<br \/>\n&#8211; Maneja construcciones sucesivas de terreno en una tarea de an\u00e1lisis<br \/>\n&#8211; Muestra valores finales de variables individuales o sus diferencias etapa por etapa<br \/>\n&#8211; Reducci\u00f3n de la zona afectada seg\u00fan la teor\u00eda de resistencia estructural o por porcentaje de tensi\u00f3n geost\u00e1tica o subsuelo incompresible<br \/>\n&#8211; Determinaci\u00f3n de asientos basado en el m\u00f3dulo edom\u00e9trico, especificado por la curva de carga edom\u00e9trica.<br \/>\n&#8211; An\u00e1lisis de asientos autom\u00e1tico y tensiones en todos los puntos importantes<br \/>\n&#8211; Resultados de asientos para vigas individuales<br \/>\n&#8211; C\u00e1lculo de asiento dependiendo del tiempo (consolidaci\u00f3n)<br \/>\n&#8211; Los resultados se muestran con bandas de diferentes colores<br \/>\n&#8211; Muestra del coeficiente de consolidaci\u00f3n en el gr\u00e1fico<br \/>\n&#8211; Importaci\u00f3n y exportaci\u00f3n en formato DXF<\/p>\n<p style=\"text-align: left;\">GEO5 es un conjunto de soluciones de software de gran alcance para resolver problemas geot\u00e9cnicos por m\u00e9todos anal\u00edticos tradicionales y por el m\u00e9todo de elementos finitos (MEF). Los distintos programas verifican estructuras espec\u00edficas, manteni\u00e9ndolos intuitivos y f\u00e1ciles de usar.<\/p>\n<p style=\"text-align: center;\"><iframe src=\"https:\/\/drive.google.com\/file\/d\/1M1Kah0-JAmZWxCCW2xu005I96EpUGWBK\/preview\" width=\"640\" height=\"480\"><\/iframe><\/p>\n","protected":false},"excerpt":{"rendered":"<p>GEO5 Asientos y Consolidaci\u00f3n, es un software de an\u00e1lisis geot\u00e9cnico que se utiliza para determinar el asiento vertical y la consolidaci\u00f3n (en funci\u00f3n del tiempo) de suelos sometidos a cargas, por ejemplo: bajo terraplenes, cimentaciones, presas de tierra y cargas superficiales (sobrecargas). Caracter\u00edsticas principales: &#8211; Considera diferentes teor\u00edas de dise\u00f1o de asientos (Janbu, Buismann, terreno [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"video","meta":{"site-sidebar-layout":"default","site-content-layout":"default","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","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":"default","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[13,21,9,7],"tags":[],"class_list":["post-603","post","type-post","status-publish","format-video","hentry","category-cimentaciones","category-estructuras-geotecnicas","category-geo5","category-geotecnia","post_format-post-format-video"],"_links":{"self":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/603","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/comments?post=603"}],"version-history":[{"count":2,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/603\/revisions"}],"predecessor-version":[{"id":605,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/603\/revisions\/605"}],"wp:attachment":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/media?parent=603"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/categories?post=603"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/tags?post=603"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}