{"id":564,"date":"2018-09-11T21:48:07","date_gmt":"2018-09-11T21:48:07","guid":{"rendered":"https:\/\/www.zuloaga.online\/ignacio\/?p=564"},"modified":"2023-05-31T21:51:10","modified_gmt":"2023-05-31T21:51:10","slug":"geo5-verificacion-de-muros-pantalla-software-para-analisis-geotecnico","status":"publish","type":"post","link":"https:\/\/www.zuloaga.online\/ignacio\/geo5-verificacion-de-muros-pantalla-software-para-analisis-geotecnico\/","title":{"rendered":"GEO5 | Verificaci\u00f3n de Muros Pantalla | Software para An\u00e1lisis Geot\u00e9cnico"},"content":{"rendered":"<p>GEO5 Verificaci\u00f3n de Muros Pantalla, es un programa para realizar el an\u00e1lisis geot\u00e9cnico, de muros de contenci\u00f3n, por m\u00e9todos lineales y el\u00e1sto-pl\u00e1sticos.<\/p>\n<p>Permite modelar el comportamiento real de la estructura utilizando etapas de construcci\u00f3n, c\u00e1lculos de deformaci\u00f3n y presiones actuantes, la verificaci\u00f3n de la estabilidad interna de anclaje, de secciones transversales (acero, concreto, madera) y la capacidad portante de los anclajes.<\/p>\n<p>Caracter\u00edsticas principales:<\/p>\n<ul>\n<li>M\u00e9todo de an\u00e1lisis no lineal, elasto-plastico, es decir la magnitud de las presiones que act\u00faan sobre una estructura depende de su deformaci\u00f3n<\/li>\n<li>Variedad de tipos de secci\u00f3n transversal predefinidas:<br \/>\n&#8211; Pantalla de pilotes (pantalla de pilotes secante, pantalla de pilotes tangente, pantalla de pilotes contiguo)<br \/>\n&#8211; Muro Berlines (entibaci\u00f3n Berlines) \u2013 Secci\u00f3n transversal de acero (I,HEB)<br \/>\n&#8211; Muros de tablestaca (Skyline, Arcelor Mittal, V\u00edtkovice Steel, Agastyl, ThyssenKrupp, Gerdau, Bethlehem Steel, Mer Lion Metals)<br \/>\n&#8211; Muros de hormig\u00f3n rectangular (Muro diafragma, Muro Mil\u00e1n)<br \/>\n&#8211; Otras posibilidades de a\u00f1adir propiedades de materiales<\/li>\n<li>Base de datos de par\u00e1metros del suelo incorporada en el programa<\/li>\n<li>N\u00famero arbitrario de sobrecargas aplicadas a las estructuras (franja, trapezoidal, carga concentrada)<\/li>\n<li>Modelado de agua delante y detr\u00e1s de las estructuras, modelado de agua artesiana<\/li>\n<li>Base de datos de anclajes incorporada en el programa:<br \/>\n&#8211; Anclajes de barras pretensadas (VSL, Dywidag)<br \/>\n&#8211; Est\u00e1ndar de anclajes (VSL, Dywidag)<br \/>\n&#8211; Anclajes helicoidales (HelicalAnchors Ltd, Chance, MacLean)<br \/>\n&#8211; Barras de anclajes (VSL, Minova)<br \/>\n&#8211; Anclajes tipo \u201cmuerto\u201d<\/li>\n<li>Capacidad portante de anclajes (Fuerza de anclaje, Resistencia a la extracci\u00f3n (suelo), resistencia a la extracci\u00f3n (lechada))<\/li>\n<li>An\u00e1lisis de anclajes no pretensados y de suelos claveteados<\/li>\n<li>An\u00e1lisis seg\u00fan la teor\u00eda de Estados L\u00edmite y Factor de Seguridad<\/li>\n<li>Verificaci\u00f3n de estabilidad interna de anclajes<\/li>\n<li>Varios m\u00e9todos de evaluaci\u00f3n del m\u00f3dulo de reacci\u00f3n del suelo (Schmitt, M\u00e9nard, Chadeisson)<\/li>\n<li>Iteraci\u00f3n autom\u00e1tica o manual de modulo de reacci\u00f3n del suelo<\/li>\n<li>EN 1997 \u2013 Opci\u00f3n de seleccionar factores parciales basados en Anexos Nacionales<\/li>\n<li>EN 1997 \u2013 Opci\u00f3n de seleccionar enfoques de dise\u00f1o considerando situaciones de dise\u00f1o<\/li>\n<li>Forma general del terreno detr\u00e1s de la estructura<\/li>\n<li>Considera vigas frente a la estructura<\/li>\n<li>An\u00e1lisis de presi\u00f3n de tierra en par\u00e1metros efectivos y totales<\/li>\n<li>Considera efectos s\u00edsmicos (Mononobe-Okabe, Arrango, Est\u00e1ndares Chinos)<\/li>\n<li>Se pueden definir puntales y resortes<\/li>\n<li>Verificaci\u00f3n de falla de fondo y erosi\u00f3n del suelo<\/li>\n<li>Posibilidad de considerar la presi\u00f3n m\u00ednima de dimensionamiento<\/li>\n<li>Envolvente de fuerzas internas individuales en etapas de construcci\u00f3n<\/li>\n<li>La estructura puede ser cargada por fuerzas y momentos espec\u00edficos.<\/li>\n<li>Dimensionado de concreto armado y secci\u00f3n transversal de acero seg\u00fan diferentes est\u00e1ndares (EC, BS, SNiP, CSN, Est\u00e1ndares Chinos etc.)<\/li>\n<\/ul>\n<p>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\/1iAE1I45yj7QYUUMJVUo3PlIy2huBXevW\/preview\" width=\"640\" height=\"480\"><\/iframe><\/p>\n","protected":false},"excerpt":{"rendered":"<p>GEO5 Verificaci\u00f3n de Muros Pantalla, es un programa para realizar el an\u00e1lisis geot\u00e9cnico, de muros de contenci\u00f3n, por m\u00e9todos lineales y el\u00e1sto-pl\u00e1sticos. Permite modelar el comportamiento real de la estructura utilizando etapas de construcci\u00f3n, c\u00e1lculos de deformaci\u00f3n y presiones actuantes, la verificaci\u00f3n de la estabilidad interna de anclaje, de secciones transversales (acero, concreto, madera) y [&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":[9,7,10],"tags":[],"class_list":["post-564","post","type-post","status-publish","format-video","hentry","category-geo5","category-geotecnia","category-geotecnia-online","post_format-post-format-video"],"_links":{"self":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/564","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=564"}],"version-history":[{"count":2,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/564\/revisions"}],"predecessor-version":[{"id":566,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/posts\/564\/revisions\/566"}],"wp:attachment":[{"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/media?parent=564"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/categories?post=564"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.zuloaga.online\/ignacio\/wp-json\/wp\/v2\/tags?post=564"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}