{"id":82081,"date":"2000-01-01T00:00:00","date_gmt":"2000-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estudio-del-comportamiento-de-cimentaciones-superficiales-de-longitud-infinita-mediante-m-e-f-comparacion-de-la-norma-ehe\/"},"modified":"2000-01-01T00:00:00","modified_gmt":"2000-01-01T00:00:00","slug":"estudio-del-comportamiento-de-cimentaciones-superficiales-de-longitud-infinita-mediante-m-e-f-comparacion-de-la-norma-ehe","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/estudio-del-comportamiento-de-cimentaciones-superficiales-de-longitud-infinita-mediante-m-e-f-comparacion-de-la-norma-ehe\/","title":{"rendered":"Estudio del comportamiento de cimentaciones superficiales de longitud  infinita mediante m.e.f. comparacion de la norma ehe."},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Lopez Villar M. Jose <\/strong><\/h2>\n<p>El objetivo de la tesis ser\u00e1 evaluar los efectos de la interacci\u00f3n suelo-cimientos, as\u00ed como el comportamiento pl\u00e1stico del suelo, principalmente en cuanto se refiere a tensiones y asientos bajo el cimiento. La distribuci\u00f3n de tensiones bajo el cimiento tiene adem\u00e1s influencia directa en la flexi\u00f3n de la zapata, y por tanto en el dimensionamiento de la misma. Otro aspecto donde juega gran importancia la interacci\u00f3n entre el terreno y la zapata, es el empuje pasivo contra el canto de la misma, que tambi\u00e9n ha sido estudiado en esta tesis.  en todo momento se ha considerado la normativa vigente, pues de lo contrario, los resultados de este trabajo, no tendr\u00edan importancia en la pr\u00e1ctica. Se ha hecho una comparaci\u00f3n cuantitativa entre los resultados obtenidos por las teor\u00edas de c\u00e1lculo cl\u00e1sicas y los que se podr\u00edan obtener utilizando m\u00e9todos como el desarrollado en la presente tesis, para evaluar su posible influencia econ\u00f3mica.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Estudio del comportamiento de cimentaciones superficiales de longitud  infinita mediante m.e.f. comparacion de la norma ehe.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Estudio del comportamiento de cimentaciones superficiales de longitud  infinita mediante m.e.f. comparacion de la norma ehe. <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Lopez Villar M. Jose <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Santiago de compostela<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/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 Guaita Fernandez<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Francisco Maseda eimil <\/li>\n<li> Perez garcia  Francisco j. (vocal)<\/li>\n<li>Manuel Camps michelena (vocal)<\/li>\n<li>pedro Jos\u00e9 Aguado rodriguez (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Lopez Villar M. Jose El objetivo de la tesis ser\u00e1 evaluar los efectos de la interacci\u00f3n suelo-cimientos, [&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":[332,41564,15997,977,4306],"tags":[3022,174806,16963,40458,49337,20792],"class_list":["post-82081","post","type-post","status-publish","format-standard","hentry","category-ciencias-tecnologicas","category-cimientos","category-mecanica-del-suelo-en-la-construccion","category-santiago-de-compostela","category-tecnologia-de-la-construccion","tag-francisco-maseda-eimil","tag-lopez-villar-m-jose","tag-manuel-camps-michelena","tag-manuel-guaita-fernandez","tag-pedro-jose-aguado-rodriguez","tag-perez-garcia-francisco-j"],"_links":{"self":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/82081","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=82081"}],"version-history":[{"count":0,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/posts\/82081\/revisions"}],"wp:attachment":[{"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/media?parent=82081"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/categories?post=82081"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.deberes.net\/tesis\/wp-json\/wp\/v2\/tags?post=82081"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}