{"id":50393,"date":"2021-06-07T22:00:52","date_gmt":"2021-06-07T22:00:52","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/comportamiento-deformacional-del-suelo-no-saturado-bajo-condiciones-drenadas-y-no-drenadas\/"},"modified":"2021-06-07T22:00:52","modified_gmt":"2021-06-07T22:00:52","slug":"comportamiento-deformacional-del-suelo-no-saturado-bajo-condiciones-drenadas-y-no-drenadas","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/comportamiento-deformacional-del-suelo-no-saturado-bajo-condiciones-drenadas-y-no-drenadas\/","title":{"rendered":"Comportamiento deformacional del suelo no saturado bajo condiciones drenadas y no drenadas"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Antonio Lloret Morancho <\/strong><\/h2>\n<p>Se ha planteado la solucion del problema del comportamiento del suelo no saturado en condiciones de deformacion asariada a flujo. Este planteamiento ha conducido a la realizacion de un modelo valido para flujo unidimensional y estado de carga con deformacion lateral nula. Se ha desarrollado otro modelo para el comportamiento del suelo no saturado tras la aplicacion de una carga en condiciones no drenadas. Estos modelos se han utilizado para resolver de una forma unitaria problemas tipicos del suelo no saturado (inhibicion consolidacion  desarrollo de la presion de hinchamiento etc.). En el plano experimental se ha desarrollado una celula para la obtencion de las superficies de estado y se han propuesto unas expresiones analiticas para la definicion de las mismas. Los modelos han sido comprobados satisfactoriamente en el caso de la consolidacion del suelo no saturado.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Comportamiento deformacional del suelo no saturado bajo condiciones drenadas y no drenadas<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Comportamiento deformacional del suelo no saturado bajo condiciones drenadas y no drenadas <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Antonio Lloret Morancho <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de catalunya<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1982<\/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>Eduardo Alonso P\u00e9rez De \u00e1greda<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Eduardo Alonso P\u00e9rez De \u00e1greda <\/li>\n<li> De Justo Alpa\u00f1es Jos\u00e9 Luis (vocal)<\/li>\n<li> Jimenez Salas Jos\u00e9 Antonio (vocal)<\/li>\n<li>C\u00e9sar Sagaseta Mill\u00e1n (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Antonio Lloret Morancho Se ha planteado la solucion del problema del comportamiento del suelo no saturado en [&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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