{"id":87455,"date":"2018-03-10T00:12:17","date_gmt":"2018-03-10T00:12:17","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estudio-del-comportamiento-tenso-deformacional-de-geosinteticos-en-ensayos-de-arrancamiento-con-relacion-al-diseno-de-terrenos-reforzados\/"},"modified":"2018-03-10T00:12:17","modified_gmt":"2018-03-10T00:12:17","slug":"estudio-del-comportamiento-tenso-deformacional-de-geosinteticos-en-ensayos-de-arrancamiento-con-relacion-al-diseno-de-terrenos-reforzados","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/estudio-del-comportamiento-tenso-deformacional-de-geosinteticos-en-ensayos-de-arrancamiento-con-relacion-al-diseno-de-terrenos-reforzados\/","title":{"rendered":"Estudio del comportamiento tenso-deformacional de geosinteticos en ensayos de arrancamiento con relaci\u00f3n al dise\u00f1o de terrenos reforzados."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Diaz Espinosa M. Eugenia <\/strong><\/h2>\n<p>En este trabajo se estudia la extensibilidad del refuerzo por medio de la auscultaci\u00f3n, durante ensayos de arrancamiento de los geosint\u00e9ticos a trav\u00e9s de bandas extension m\u00e9tricas y lecturas de desplazamientos; con la finalidad de conocer como evoluciona la transmisi\u00f3n de tensiones en estos.  se relaccionaron tres materiales geosint\u00e9ticos distintos para realizar todos los estudios; de las cuales dos son geotextiles compuestos y el tercero es una geomalla biorentada. Se usaron dos tipos de suelo, uno cohesivo con plasticidad media y el otro granular. Se estudia tambi\u00e9n la influencia de distintos factores como son la presi\u00f3n de confinamiento, humedad de la muestra de suelo, tama\u00f1o de las p\u00e1rticulas del suelo, de forma comparativa para los tres materiales geos\u00edntticos utilizados.  se us\u00f3 un modelo de elementos finitos con el fin de visualizar la situaci\u00f3n resistente del conjunto suelo refuerzo en el instante de iniciarse el arrancamiento.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Estudio del comportamiento tenso-deformacional de geosinteticos en ensayos de arrancamiento con relaci\u00f3n al dise\u00f1o de terrenos reforzados.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Estudio del comportamiento tenso-deformacional de geosinteticos en ensayos de arrancamiento con relaci\u00f3n al dise\u00f1o de terrenos reforzados. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Diaz Espinosa M. Eugenia <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 22\/11\/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>Luis Miguel Sope\u00f1a Ma\u00f1as<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Santiago Uriel romero <\/li>\n<li>Jes\u00fas Saez au\u00f1on (vocal)<\/li>\n<li>Luis Gonzalez de vallejo (vocal)<\/li>\n<li>claudio Olalla mara\u00f1on (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Diaz Espinosa M. Eugenia En este trabajo se estudia la extensibilidad del refuerzo por medio de la [&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":[332,15997,16008,4306],"tags":[81393,183034,174489,43995,16346,16344],"class_list":["post-87455","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-mecanica-del-suelo-en-la-construccion","category-politecnica-de-madrid","category-tecnologia-de-la-construccion","tag-claudio-olalla-maranon","tag-diaz-espinosa-m-eugenia","tag-jesus-saez-aunon","tag-luis-gonzalez-de-vallejo","tag-luis-miguel-sopena-manas","tag-santiago-uriel-romero"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/87455","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=87455"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/87455\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=87455"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=87455"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=87455"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}