{"id":89893,"date":"2018-03-10T00:15:09","date_gmt":"2018-03-10T00:15:09","guid":{"rendered":"https:\/\/www.deberes.net\/tesis\/sin-categoria\/comprensibilidad-de-los-residuos-solidos-urbanos\/"},"modified":"2018-03-10T00:15:09","modified_gmt":"2018-03-10T00:15:09","slug":"comprensibilidad-de-los-residuos-solidos-urbanos","status":"publish","type":"post","link":"https:\/\/www.deberes.net\/tesis\/ciencias-tecnologicas\/comprensibilidad-de-los-residuos-solidos-urbanos\/","title":{"rendered":"Comprensibilidad de los residuos s\u00f3lidos urbanos"},"content":{"rendered":"<h2>Tesis doctoral de <strong>  Henriques Pereira Ana Chislane <\/strong><\/h2>\n<p>El presente trabajo trata del estudio del comportamiento compresivo de los residuos s\u00f3lidos urbanos. Con esta finalidad se program\u00f3 una campa\u00f1\u00e1 de ensayos de campo dividida en dos fases. La primera fase, consisti\u00f3 en el reconocimiento geot\u00e9cnico del terreno, a trav\u00e9s de sondeos mec\u00e1nicos con recuperaci\u00f3n continua de testigo en los que se realizaron ensayos de penetraci\u00f3n est\u00e1ndar (spt), ensayos de densidad y humedad. As\u00edmismo, se emplearon diversas t\u00e9cnicas geof\u00edsicas para el reconocimirnyo del terreo, tales como an\u00e1lisis espectral de ondas superficiales, m\u00e9todos de prospecci\u00f3n el\u00e9ctricos y electromagn\u00e9ticos.  la fase posterior llamada de auscultaci\u00f3n, ten\u00eda dos finalidades una, medior los movimientos verticales y horizontales provocados por carga y la otra medir los asientos ocasionados por los procesos de degradaci\u00f3n de la materia org\u00e1nica y cual ser\u00eda la influencia de la temperatura de estos procesos.  para medir los movimiento provocados por carga se construy\u00f3 un terrapl\u00e9n experimental de 4m. De altura, 20 m de anchura y 40 m de longitud y se instal\u00f3 dos l\u00edneas continuas se asiento, 18 referencias topogr\u00e1ficas de nivelaci\u00f3n, un punto fijo para poder dar cotas absolutas a las distintas referencias topogr\u00e1ficas y un inclinom\u00e9tro. Los asientos ocasionados por los cambios f\u00edsico-qu\u00edmicos se midieron a traves de un micr\u00f3mtro deslizante y las variaciones de temperatura en profundidad a trav\u00e9s de una l\u00ednea de termistancia. El periodo de medidas fue de 19 meses.  la evoluci\u00f3n de los asientos registrada mediante los distintos equipos empleados en la campa\u00f1a de auscultaci\u00f3n han sido tambi\u00e9n analizada mediante, el empleo de tres modelos te\u00f3ricos de compresi\u00f3n de residuos s\u00f3lidos urbanos: el modelo de sowers 1973, el modelo de gandola et al 1994 y el modelo meruelo 1995. En los tres casos se ajustaron los asientos medidos a las leyes de compresi\u00f3n que cada modelo propone y se obtuvieron los par\u00e1metr<\/p>\n<p>&nbsp;<\/p>\n<h3>Datos acad\u00e9micos de la tesis doctoral \u00ab<strong>Comprensibilidad de los residuos s\u00f3lidos urbanos<\/strong>\u00ab<\/h3>\n<ul>\n<li><strong>T\u00edtulo de la tesis:<\/strong>\u00a0 Comprensibilidad de los residuos s\u00f3lidos urbanos <\/li>\n<li><strong>Autor:<\/strong>\u00a0  Henriques Pereira Ana Chislane <\/li>\n<li><strong>Universidad:<\/strong>\u00a0 Oviedo<\/li>\n<li><strong>Fecha de lectura de la tesis:<\/strong>\u00a0 25\/04\/2001<\/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 Miguel Sope\u00f1a Ma\u00f1as<\/li>\n<\/ul>\n<\/li>\n<li><strong>Tribunal<\/strong>\n<ul>\n<li>Presidente del tribunal: alfonso Hevia cangas <\/li>\n<li> Men\u00e9ndez alciturri Jos\u00e9 Manuel (vocal)<\/li>\n<li>Antonio Santos moreno (vocal)<\/li>\n<li>  (vocal)<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Tesis doctoral de Henriques Pereira Ana Chislane El presente trabajo trata del estudio del comportamiento compresivo de los residuos s\u00f3lidos [&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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