{"id":132773,"date":"1997-01-01T00:00:00","date_gmt":"1997-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/zonificacion-sismica-de-la-vega-baja-del-rio-segura-analisis-de-la-respuesta-del-suelo\/"},"modified":"1997-01-01T00:00:00","modified_gmt":"1997-01-01T00:00:00","slug":"zonificacion-sismica-de-la-vega-baja-del-rio-segura-analisis-de-la-respuesta-del-suelo","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-de-la-tierra-y-del-espacio\/zonificacion-sismica-de-la-vega-baja-del-rio-segura-analisis-de-la-respuesta-del-suelo\/","title":{"rendered":"Zonificacion sismica de la vega baja del rio segura: analisis de la respuesta del suelo."},"content":{"rendered":"<h2>Tesis doctoral de <strong> Jose Delgado Marchal <\/strong><\/h2>\n<p>En esta tesis se realiza un analisis de la respuesta del suelo en la vega baja del rio segura. Se han considerado el problema de la licuefaccion de los sedimentos arenosos y la amplificacion del movimiento del suelo por parte de las capas mas superficiales del suelo. Para tal analisis se ha tenido en consideracion abundante informacion geotecnica. El estudio del movimiento del suelo se ha realizado a partir de la modelizacion numerica de tal movimiento y para ello se han utilizado modelos en una y en dos dimensiones. Los resultados obtenidos ponen de manifiesto que en la zona de estudio se pueden definir tres areas con diferente comportamiento, tanto desde el punto de vista de la susceptibilidad a la licuefaccion, que en general se puede calificar como de moderada, como desde el punto de vista de la respuesta del suelo o caracteristicas del movimiento del suelo. Los resultados del movimiento del suelo ponen de manifiesto que la respuesta general de la vega esta controlada por el espesor de los sedimentos y que la amplificacion de la se\u00f1al esta controlada por la velocidad promedio de cizalla del suelo.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Zonificacion sismica de la vega baja del rio segura: analisis de la respuesta del suelo.<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Zonificacion sismica de la vega baja del rio segura: analisis de la respuesta del suelo. <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Jose Delgado Marchal <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Alicante<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1997<\/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>Antonio Estevez  Rubio<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Jos\u00e9 Antonio Canas Torres <\/li>\n<li>Rafael Blazquez Martinez (vocal)<\/li>\n<li>Carlos Sanz De Galdeano (vocal)<\/li>\n<li>Vicente Cuellar Mirasol (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Jose Delgado Marchal En esta tesis se realiza un analisis de la respuesta del suelo en 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 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