{"id":8682,"date":"1995-01-01T00:00:00","date_gmt":"1995-01-01T00:00:00","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/1995\/01\/01\/evaluacion-de-las-condiciones-de-rotura-y-la-movilidad-de-los-deslizamientos-superficiales-mediante-el-uso-de-tecnicas-de-analisis-multivariante\/"},"modified":"1995-01-01T00:00:00","modified_gmt":"1995-01-01T00:00:00","slug":"evaluacion-de-las-condiciones-de-rotura-y-la-movilidad-de-los-deslizamientos-superficiales-mediante-el-uso-de-tecnicas-de-analisis-multivariante","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-de-la-tierra-y-del-espacio\/evaluacion-de-las-condiciones-de-rotura-y-la-movilidad-de-los-deslizamientos-superficiales-mediante-el-uso-de-tecnicas-de-analisis-multivariante\/","title":{"rendered":"Evaluacion de las condiciones de rotura y la movilidad de los deslizamientos superficiales mediante el uso de tecnicas de analisis multivariante"},"content":{"rendered":"<h2>Tesis doctoral de <strong> Cristina Baeza Adell <\/strong><\/h2>\n<p>Sobre la informacion (condiciones geologico-geomorfologicas) de laderas estables e inestables se han aplicado tecnicas multivariantes, dando una valoracion cuantificada de la rotura y movilidad. El analisis ha destacado que las zonas con mayor susceptibilidad de deslizamiento son aquellas que presentan grandes pendientes, grandes superficies de cuenca, ausencia de bosque, perfiles transversales concavos, importantes formaciones superficiales y bajas pendientes por encima de la zona potencial de rotura. Se han obtenido diversas funciones, combinacion lineal de los anteriores factores, cuya utilidad como herramienta de prediccion espacial de deslizamientos, ha sido claramente comprobada.  el analisis ha evidenciado el control que sobre la movilidad de los deslizamientos ejercen los obstaculos locales del recorrido, debidos a la presencia de vegetacion, siendo mayor la propagacion en zonas de prado que en zonas de bosque, cuando su trata de volumenes peque\u00f1os (&lt;10 elevado a 6 m3). Existencia de un comportamiento movil diferenciado segun el mecanismo de progresion de la masa. Finalmente el alcance, en terminos de distancia horizontal recurrida, esta controlado principalmente por el volumen inicial movilizado.<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Evaluacion de las condiciones de rotura y la movilidad de los deslizamientos superficiales mediante el uso de tecnicas de analisis multivariante<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Evaluacion de las condiciones de rotura y la movilidad de los deslizamientos superficiales mediante el uso de tecnicas de analisis multivariante <\/li>\n<li><strong>Autor:<\/strong>\u00a0 Cristina Baeza Adell <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Polit\u00e9cnica de catalunya<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 01\/01\/1995<\/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>Jordi Corominas Dulcet<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: Eduardo Alonso P\u00e9rez De \u00e1greda <\/li>\n<li>Juan  Jos\u00e9 Egozcue Rub\u00ed (vocal)<\/li>\n<li>David Serrat Congost (vocal)<\/li>\n<li>Jos\u00e9 Chacon Montero (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Cristina Baeza Adell Sobre la informacion (condiciones geologico-geomorfologicas) de laderas estables e inestables se han aplicado tecnicas [&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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