{"id":50440,"date":"2021-06-07T22:02:50","date_gmt":"2021-06-07T22:02:50","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/desarrollo-de-un-metodo-de-relacion-de-desplazamientos-con-los-parametros-caracteristicos-del-firme-y-su-aplicacion\/"},"modified":"2021-06-07T22:02:50","modified_gmt":"2021-06-07T22:02:50","slug":"desarrollo-de-un-metodo-de-relacion-de-desplazamientos-con-los-parametros-caracteristicos-del-firme-y-su-aplicacion","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-de-la-tierra-y-del-espacio\/desarrollo-de-un-metodo-de-relacion-de-desplazamientos-con-los-parametros-caracteristicos-del-firme-y-su-aplicacion\/","title":{"rendered":"Desarrollo de un metodo de relacion de desplazamientos con los parametros caracteristicos del firme y su aplicacion"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Marcos Garc\u00eda Cruzado <\/strong><\/h2>\n<p>La tesis expuesta demuestra la relacion existente entre la deflexion producida por una carga y el espesor del pavimento  y los modulos de elasticidad y de poisson de las capas que lo componen. Asimismo en ella se exponen las relaciones entre estos parametros y las mediciones realizadas mediante ensayos no destructivos  de rapida ejecucion compatibles con el trafico. Acude para ello al uso de un registrados grafico de deflexiones  medidor dinamico de deflexiones  a un medidor de rozamiento  y a un medidor visual de superficie. La aplicacion del metodo a los aeropuertos de barcelona (con pavimento multicapa de gran ambiguedad y construccion obsoleta)  y de alicante (de mejor y mas reciente construccion) confirman la hipotesis y la gran utilidad del procedimiento para la prediccion del comportamiento de los aeropuertos a lo largo del tiempo.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Desarrollo de un metodo de relacion de desplazamientos con los parametros caracteristicos del firme y su aplicacion<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Desarrollo de un metodo de relacion de desplazamientos con los parametros caracteristicos del firme y su aplicacion <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Marcos Garc\u00eda Cruzado <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de Madrid<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1982<\/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 Marquina Sanchez<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Bernardino Fernandez Perez <\/li>\n<li>Carlos Martinez Arnaiz (vocal)<\/li>\n<li>Vicente Cudos Samblacat (vocal)<\/li>\n<li>Manuel Romana Ruiz (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Marcos Garc\u00eda Cruzado La tesis expuesta demuestra la relacion existente entre la deflexion producida por una carga [&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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