{"id":45732,"date":"2019-07-09T02:01:35","date_gmt":"2019-07-09T02:01:35","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/analisis-numerico-bidimensional-de-la-consolidacion-primaria-de-arcillas-blandas-saturadas\/"},"modified":"2019-07-09T02:01:35","modified_gmt":"2019-07-09T02:01:35","slug":"analisis-numerico-bidimensional-de-la-consolidacion-primaria-de-arcillas-blandas-saturadas","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/analisis-numerico-bidimensional-de-la-consolidacion-primaria-de-arcillas-blandas-saturadas\/","title":{"rendered":"Analisis numerico bidimensional de la consolidacion primaria de arcillas blandas saturadas"},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Sainz Borda Jos\u00e9 Angel <\/strong><\/h2>\n<p>Se trata el problema de consolidacion bidimensional de arcillas blandas saturadas a partir de un estado inicial producido por un proceso de carga sin drenajes. Se elabora un modulo en tensiones efectivas que define el comportamiento del suelo como un material elastoplastico isotropo  rigidable  del tipo no-asociados. Se desarrolla un metodo de analisis que tiene en cuenta la variacion de las tensiones totales durante la consolidacion mediante un procedimiento iterativo  admitiendo la posibilidad de considerar el terreno heterogeneo con permeabilidad asisotropa y carga variable con el tiempo. La resolucion se lleva a cabo por el metodo de elementos finitos. Se analiza un caso tipico teorico y un caso real comparando en este ultimo  los resultados obtenidos y las medidas efectuadas.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Analisis numerico bidimensional de la consolidacion primaria de arcillas blandas saturadas<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Analisis numerico bidimensional de la consolidacion primaria de arcillas blandas saturadas <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Sainz Borda Jos\u00e9 Angel <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Cantabria<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1979<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<h3>Direcci\u00f3n y tribunal<\/h3>\n<ul>\n<li><strong>Director de la tesis<\/strong>\n<ul>\n<li>C\u00e9sar Sagaseta Mill\u00e1n<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: C\u00e9sar Sagaseta Mill\u00e1n <\/li>\n<li>Enrique Castillo Ron (vocal)<\/li>\n<li>Manuel Romana Ruiz (vocal)<\/li>\n<li> Jimenez Salas Jos\u00e9 Antonio (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Sainz Borda Jos\u00e9 Angel Se trata el problema de consolidacion bidimensional de arcillas blandas saturadas a partir [&hellip;]<\/p>\n","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":"","ast-site-content-layout":"","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":"","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 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