{"id":83905,"date":"2018-03-10T00:08:03","date_gmt":"2018-03-10T00:08:03","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estudio-de-los-movimientos-originados-por-la-excavacion-de-tuneles-con-escudos-de-presion-de-tierras-en-los-suelos-de-madrid\/"},"modified":"2018-03-10T00:08:03","modified_gmt":"2018-03-10T00:08:03","slug":"estudio-de-los-movimientos-originados-por-la-excavacion-de-tuneles-con-escudos-de-presion-de-tierras-en-los-suelos-de-madrid","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/estudio-de-los-movimientos-originados-por-la-excavacion-de-tuneles-con-escudos-de-presion-de-tierras-en-los-suelos-de-madrid\/","title":{"rendered":"Estudio de los movimientos originados por la excavacion de tuneles con escudos de presion de tierras en los suelos de Madrid."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Luis Medina Rodriguez <\/strong><\/h2>\n<p>Se ha desarrollado un modelo numerico tridimensional que refleja las principales etapas constructivas y variables que intervienen en los procesos de excavacion de tuneles mediante escudos de presion de tierras (epb). Se han obtenido en laboratorio, mediante ensayos triaxiales estaticos y dinamicos, los modulos de elasticidad de los principales suelos de Madrid. Algunos de estos ensayos se han realizado con la medida de deformaciones locales(celulas de efecto hall). Estos parametros se han introducido en el modelo numerico y se ha aplicado el mismo en diversas secciones instrumentadas correspondientes a las obras para la ampliacion del metro de Madrid. Se han comparado medidas reales y previstas.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Estudio de los movimientos originados por la excavacion de tuneles con escudos de presion de tierras en los suelos de Madrid.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Estudio de los movimientos originados por la excavacion de tuneles con escudos de presion de tierras en los suelos de Madrid. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Luis Medina Rodriguez <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 A coru\u00f1a<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 24\/03\/2000<\/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>Manuel Melis Maynar<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal:  Jimenez salas Jos\u00e9 Antonio <\/li>\n<li>Jos\u00e9 Luis Ripoll Garc\u00eda (vocal)<\/li>\n<li> Rodriguez ortiz Jos\u00e9 Mar\u00eda (vocal)<\/li>\n<li>Carlos Oteo mazo (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Luis Medina Rodriguez Se ha desarrollado un modelo numerico tridimensional que refleja las principales etapas constructivas y [&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 center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","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-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-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-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-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-gradient":""}},"footnotes":""},"categories":[18576,332,15997,4306,16079],"tags":[6541,16003,30601,129056,55485,55486],"class_list":["post-83905","post","type-post","status-publish","format-standard","hentry","category-a-coruna","category-ciencias-tecnologicas","category-mecanica-del-suelo-en-la-construccion","category-tecnologia-de-la-construccion","category-tuneles","tag-carlos-oteo-mazo","tag-jimenez-salas-jose-antonio","tag-jose-luis-ripoll-garcia","tag-luis-medina-rodriguez","tag-manuel-melis-maynar","tag-rodriguez-ortiz-jose-maria"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/83905","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/comments?post=83905"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/83905\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=83905"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=83905"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=83905"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}