{"id":145666,"date":"1993-01-01T00:00:00","date_gmt":"1993-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/comportamiento-de-suelos-blandos-espanoles-bajo-terraplenes\/"},"modified":"1993-01-01T00:00:00","modified_gmt":"1993-01-01T00:00:00","slug":"comportamiento-de-suelos-blandos-espanoles-bajo-terraplenes","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/comportamiento-de-suelos-blandos-espanoles-bajo-terraplenes\/","title":{"rendered":"Comportamiento de suelos blandos espa\u00f1oles bajo terraplenes"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Luis Sope\u00f1a Ma\u00f1a <\/strong><\/h2>\n<p>Se analizan los aspectos basicos ligados a la estabilidad y deformabilidad de los suelos arcillosos blandos, incluyendo el proceso de consolidacion. La experimentacion a escala real se ha realizado en dos emplazamientos de suelos blancos (huelva y medinaceli) mediante varios terraplenes de ensayo profusament instrumentados y auscultados durante varios a\u00f1os en total.  caracterizado el subsuelo mediante los oportunos ensayos in situ y de laboratorio, se realizan los analisis retrospectivos relativos al calculo de estabilidad, asientos y desplazamientos horizontales, por varios metodos, incluyendo el de los elementos finitos.  en particular, se analiza un caso de mejora del suelo blando de cimiento de los terraplenes mediante columnas de grava, investigando su eficacia y resultados.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Comportamiento de suelos blandos espa\u00f1oles bajo terraplenes<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Comportamiento de suelos blandos espa\u00f1oles bajo terraplenes <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Luis Sope\u00f1a Ma\u00f1a <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1993<\/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>Carlos Oteo Mazo<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Santiago Uriel Romero <\/li>\n<li> Rodriguez Ortiz Jos\u00e9 Mar\u00eda (vocal)<\/li>\n<li>Luis Gonzalez De Vallejo (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 Luis Sope\u00f1a Ma\u00f1a Se analizan los aspectos basicos ligados a la estabilidad y deformabilidad de los suelos [&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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