{"id":27206,"date":"2003-01-12T00:00:00","date_gmt":"2003-01-12T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estudio-del-comportamiento-de-los-rellenos-localizados-del-trasdos-de-estructuras-y-obras-de-fabrica-en-las-carreteras\/"},"modified":"2003-01-12T00:00:00","modified_gmt":"2003-01-12T00:00:00","slug":"estudio-del-comportamiento-de-los-rellenos-localizados-del-trasdos-de-estructuras-y-obras-de-fabrica-en-las-carreteras","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/estudio-del-comportamiento-de-los-rellenos-localizados-del-trasdos-de-estructuras-y-obras-de-fabrica-en-las-carreteras\/","title":{"rendered":"Estudio del comportamiento de los rellenos localizados del trasdos de estructuras y obras de fabrica en las carreteras"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Jose Lorente Gutierrez <\/strong><\/h2>\n<p>La tesis tiene por objeto la investigaci\u00f3n acerca del comportaimento de las transiciones terrapl\u00e9n-estructura en las obras de carreteras. Se realiza una investigaci\u00f3n sobre el estado de las transiciones construidas en las carreteras de la red de autov\u00edas de gran capacidad de andaluc\u00eda oriental, en las provincias de granada, ja\u00e9n, m\u00e1laga y almer\u00eda. Los resultados obtenidos muestran la evoluci\u00f3n del comportamiento de las transiciones, como consecuencia del proceso de asentamiento del terrapl\u00e9n y del suelo de soporte, as\u00ed como la nula influencia del tr\u00e1fico circulante.  a continuaci\u00f3n se construye un modelo de elementos finitos, que se calibra con resultados obtenidos dela instrumentaci\u00f3n de terraplenes de ensayo construidos en diversas carreteras. Se realiza un an\u00e1lisis de sensibilidad del modelo, identificando los principales factores que influyen en su comportamiento, que son el modulo de elasticidad de los materiales que componen la transici\u00f3n, el peso del relleno, la altura del estribo y la presencia o no de losa de transici\u00f3n.  finalmente, se obtiene una formula aproximada que proporciona el asiento previsto del firme en funci\u00f3n de los factores anteriormente citados, y se proponen una recomendaciones de dise\u00f1o consistentes en realizar el relleno del estribo con material seleccionado, proporcionar una resistencia m\u00ednima al terreno de orientaci\u00f3n, y disponer una losa de transici\u00f3n de longitud igual a la altura del estribo.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Estudio del comportamiento de los rellenos localizados del trasdos de estructuras y obras de fabrica en las carreteras<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Estudio del comportamiento de los rellenos localizados del trasdos de estructuras y obras de fabrica en las carreteras <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Jose Lorente Gutierrez <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Granada<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/12\/2003<\/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> O\u00f1a L\u00f3pez Juan  De<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Carlos Otero mazo <\/li>\n<li>vicente Navarro g\u00e1mir (vocal)<\/li>\n<li> Fuente martin pablo de la (vocal)<\/li>\n<li>enrique Hernandez montes (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Jose Lorente Gutierrez La tesis tiene por objeto la investigaci\u00f3n acerca del comportaimento de las transiciones terrapl\u00e9n-estructura [&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 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