{"id":76093,"date":"2005-05-09T00:00:00","date_gmt":"2005-05-09T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/determinacion-de-una-formula-para-el-calculo-de-la-estabilidad-del-morro-de-los-diques-en-talud-analisis-de-los-distintos-factores-que-intervienen\/"},"modified":"2005-05-09T00:00:00","modified_gmt":"2005-05-09T00:00:00","slug":"determinacion-de-una-formula-para-el-calculo-de-la-estabilidad-del-morro-de-los-diques-en-talud-analisis-de-los-distintos-factores-que-intervienen","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/determinacion-de-una-formula-para-el-calculo-de-la-estabilidad-del-morro-de-los-diques-en-talud-analisis-de-los-distintos-factores-que-intervienen\/","title":{"rendered":"Determinaci\u00f3n de una f\u00f3rmula para el c\u00e1lculo de la estabilidad del morro de los diques en talud. an\u00e1lisis de los distintos factores que intervienen"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Enrique Guillermo Maci\u00f1eira Alonso <\/strong><\/h2>\n<p>Palabras clave:  estructuras mar\u00edtimas, dique en talud, estabilidad hidr\u00e1ulica, morro, bloques, manto, f\u00f3rmula, par\u00e1metros, pendiente, densidad, radio, per\u00edodo, peralte, modelo f\u00edsico, ensayos, oleaje multidireccional  el trabajo de investigaci\u00f3n desarrollado tiene como objetivo el an\u00e1lisis de la estabilidad del morro de un dique en talud. A tal efecto, se han llevado a cabo distintos ensayos en modelo f\u00edsico en orden a analizar la influencia de distintos par\u00e1metros, tanto estructurales como de oleaje, en la estabilidad de dicha parte de la estructura.  basado en los resultados experimentales obtenidos, se ha desarrollado una formulaci\u00f3n para el dise\u00f1o de un morro protegido con bloques c\u00fabicos de hormig\u00f3n, con un amplio rango de validez y de una f\u00e1cil utilizaci\u00f3n, en la que se tienen en cuenta los principales par\u00e1metros estructuales (pensiente, densidad y radio del morro) y del oleaje (altura de ola y per\u00edodo), relacion\u00e1ndolos con el da\u00f1o que experimenta la estructura.  asimismo se ha analizado la evoluci\u00f3n del da\u00f1o, definiendo distintos grados del mismo, que pueden ser \u00fatiles a la hora de fijar los criterios de dise\u00f1o. por otro lado, se han podido establecer recomendaciones para la realizaci\u00f3n de ensayos en laboratorio y para el dise\u00f1o del morro en prototipo.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Determinaci\u00f3n de una f\u00f3rmula para el c\u00e1lculo de la estabilidad del morro de los diques en talud. an\u00e1lisis de los distintos factores que intervienen<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Determinaci\u00f3n de una f\u00f3rmula para el c\u00e1lculo de la estabilidad del morro de los diques en talud. an\u00e1lisis de los distintos factores que intervienen <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Enrique Guillermo Maci\u00f1eira Alonso <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 A coru\u00f1a<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 05\/09\/2005<\/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>F Burcharth Hans<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: javier D\u00edez gonz\u00e1lez <\/li>\n<li>vicent Esteban chapapr\u00eda (vocal)<\/li>\n<li>agust\u00edn S\u00e1nchez-arcilla conejo (vocal)<\/li>\n<li>c\u00e9sar Vidal pascual (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Enrique Guillermo Maci\u00f1eira Alonso Palabras clave: estructuras mar\u00edtimas, dique en talud, estabilidad hidr\u00e1ulica, morro, bloques, manto, f\u00f3rmula, [&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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