{"id":1547,"date":"1994-01-01T00:00:00","date_gmt":"1994-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/1994\/01\/01\/modelizacion-del-comportamiento-geomecanico-de-un-material-granular-proveniente-de-las-dolomias-bpechificadas-del-triasico-de-los-mantos-alpujarrides\/"},"modified":"1994-01-01T00:00:00","modified_gmt":"1994-01-01T00:00:00","slug":"modelizacion-del-comportamiento-geomecanico-de-un-material-granular-proveniente-de-las-dolomias-bpechificadas-del-triasico-de-los-mantos-alpujarrides","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-de-la-tierra-y-del-espacio\/modelizacion-del-comportamiento-geomecanico-de-un-material-granular-proveniente-de-las-dolomias-bpechificadas-del-triasico-de-los-mantos-alpujarrides\/","title":{"rendered":"Modelizacion del comportamiento geomecanico de un material granular proveniente de las dolomias bpechificadas del triasico de los mantos alpujarrides."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Mateos Garcia M. Teresa <\/strong><\/h2>\n<p>En este trabajo se ha estudiado el comportamiento tensodeformacional de los suelos granulares densos bajo cargas estaticas y dinamicas y se han reproducido sus principales caracteristicas mediante un modelo racional enmarcado en la teoria generalizada de la plasticidad.El estudio se ha centrado en un suelo granular procedente de las dolomias bpechificadas del triasico de los mantos alpujarrides conocidas localmente como raripitas. Este material, compactado a las condiciones de puesta en obra, alcanza una densidad relativa elevada y presenta, por tanto, las pautas de comportamiento caracteristicas de los suelos granulares densos. A partir de parametros del suelo obtenidos mediante ensayos geotecnicos de laboratorio y mediante un modelo elastoplastico se han conseguido reproducir los principales rasgos del comportamiento geomecanico de este material en condiciones de carga estatica y dinamica.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Modelizacion del comportamiento geomecanico de un material granular proveniente de las dolomias bpechificadas del triasico de los mantos alpujarrides.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Modelizacion del comportamiento geomecanico de un material granular proveniente de las dolomias bpechificadas del triasico de los mantos alpujarrides. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Mateos Garcia M. Teresa <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Complutense de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1994<\/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>Vicente Cuellar Mirasol<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Ramon Capote Del Villar <\/li>\n<li>Carlos Oteo Mazo (vocal)<\/li>\n<li> Montoto San Miguel Modesto (vocal)<\/li>\n<li> Fuente Pablo De La (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Mateos Garcia M. Teresa En este trabajo se ha estudiado el comportamiento tensodeformacional de los suelos granulares [&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":[27,953,3499],"tags":[6541,6704,6702,1628,6703,6540],"class_list":["post-1547","post","type-post","status-publish","format-standard","hentry","category-ciencias-de-la-tierra-y-del-espacio","category-geologia","category-hidrogeologia","tag-carlos-oteo-mazo","tag-fuente-pablo-de-la","tag-mateos-garcia-m-teresa","tag-montoto-san-miguel-modesto","tag-ramon-capote-del-villar","tag-vicente-cuellar-mirasol"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/1547","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=1547"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/1547\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=1547"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=1547"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=1547"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}