{"id":17781,"date":"2018-03-09T09:06:01","date_gmt":"2018-03-09T09:06:01","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/deformaciones-alrededor-de-tuneles-en-suelos\/"},"modified":"2018-03-09T09:06:01","modified_gmt":"2018-03-09T09:06:01","slug":"deformaciones-alrededor-de-tuneles-en-suelos","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/deformaciones-alrededor-de-tuneles-en-suelos\/","title":{"rendered":"Deformaciones alrededor de t\u00faneles en suelos"},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Gonz\u00e1lez Gonz\u00e1lez M. Carmen <\/strong><\/h2>\n<p>Se analizan los movimientos causados por la construcci\u00f3n de t\u00faneles en suelos. A partir de soluciones anal\u00edticas anteriores, sagaseta (1987) y verruijt y booker (1996), se obtiene una soluci\u00f3n anal\u00edtica que permite obtener los desplazamientos en cualquier punto del terreno, considerando como par\u00e1metros las componentes de deformaci\u00f3n en la pared del t\u00fanel (deformaci\u00f3n radial y ovalizaci\u00f3n) y las deformaciones volum\u00e9tricas del terreno. Esta soluci\u00f3n, con los objetivos de su validaci\u00f3n y obtenci\u00f3n de los rangos de variaci\u00f3n de los par\u00e1metros involucrados, se aplica a casos reales, algunos pertenecientes a la literatura de los t\u00faneles y en gran medida a las recientes ampliaciones del metro de Madrid.  se estudian los desplazamientos causados por las inyecciones de compensaci\u00f3n, una de las t\u00e9cnicas m\u00e1s empleadas hoy d\u00eda para la reducci\u00f3n de subsidencias. se obtiene una soluci\u00f3n anal\u00edtica en 3d del problema. Y esta soluci\u00f3n se compara con medidas reales in situ, con resultados de ensayos en centr\u00edfuga y con soluciones obtenidas con elementos finitos, para as\u00ed obtener su validaci\u00f3n y rangos de variaci\u00f3n de los par\u00e1metros que en ella intervienen.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Deformaciones alrededor de t\u00faneles en suelos<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Deformaciones alrededor de t\u00faneles en suelos <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Gonz\u00e1lez Gonz\u00e1lez M. Carmen <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Cantabria<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 26\/06\/2002<\/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: Jos\u00e9 Mar\u00eda Varona ruiz <\/li>\n<li>Carlos Oteo mazo (vocal)<\/li>\n<li>Manuel Melis maynar (vocal)<\/li>\n<li> Rodr\u00edguez ort\u00edz Jos\u00e9 Mar\u00eda (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Gonz\u00e1lez Gonz\u00e1lez M. Carmen Se analizan los movimientos causados por la construcci\u00f3n de t\u00faneles en suelos. A [&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":[10518,332,15676,15997,4306,16079],"tags":[6541,26367,55484,10624,55485,55486],"class_list":["post-17781","post","type-post","status-publish","format-standard","hentry","category-cantabria","category-ciencias-tecnologicas","category-ingenieria-civil","category-mecanica-del-suelo-en-la-construccion","category-tecnologia-de-la-construccion","category-tuneles","tag-carlos-oteo-mazo","tag-cesar-sagaseta-millan","tag-gonzalez-gonzalez-m-carmen","tag-jose-maria-varona-ruiz","tag-manuel-melis-maynar","tag-rodriguez-ortiz-jose-maria"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/17781","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=17781"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/17781\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=17781"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=17781"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=17781"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}