La defensa se llevar\u00e1 a cabo el d\u00eda lunes 6 de agosto a las 18:00 horas<\/strong> en la Sala de Clases del Departamento de Ingenier\u00eda Estructural y Geot\u00e9cnica<\/strong>, Campus San Joaqu\u00edn.<\/p>\n “En esta investigaci\u00f3n se presenta un exhaustivo estudio de laboratorio sobre ensayos de compresi\u00f3n edom\u00e9trica, isotr\u00f3pica y resistencia al corte en muestras diatom\u00e1ceas de la Bah\u00eda de Mejillones, Chile. Se reportan tambi\u00e9n ensayos de columna resonante, torsi\u00f3n c\u00edclica, triaxial c\u00edclico y observaciones microsc\u00f3picas SEM de estos f\u00f3siles y de su composici\u00f3n mineral\u00f3gica. Para llevar a cabo la caracterizaci\u00f3n geot\u00e9cnica se extrajeron varias muestras a partir de bloques inalterados desde una profundidad de 1 a 3 metros, las cuales fueron llevadas a laboratorio selladas con pel\u00edculas pl\u00e1sticas y almacenadas en c\u00e1mara h\u00fameda. Ghio comparti\u00f3 con nosotros su impresi\u00f3n sobre el programa de Mag\u00edster: “El Mag\u00edster en Ciencias de la Ingenier\u00eda permite no solo retroalimentar los conocimientos adquiridos durante pregrado sino que tambi\u00e9n permite obtener destrezas que en el mundo laboral son necesarias. Saber encontrar y escoger informaci\u00f3n relevante para tu investigaci\u00f3n o proyecto as\u00ed como tambi\u00e9n cumplir ciertos horarios y objetivos a largo plazo son aptitudes que a la larga permiten un \u00f3ptimo a la hora de trabajar en proyectos de gran envergadura, como lo son en mi caso, proyectos geot\u00e9cnicos asociados a la gran miner\u00eda”.<\/p>\n La comisi\u00f3n que evaluar\u00e1 la defensa de tesis estar\u00e1 conformada por los siguientes acad\u00e9micos:<\/p>\n Carlos Enrique Ovalle Ortega<\/strong> Esteban Patricio S\u00e1ez Robert<\/strong> Diego Javier Celentano<\/strong> Mat\u00edas Felipe Silva Illanes<\/strong> La defensa se llevar\u00e1 a cabo el d\u00eda lunes 6 de agosto a las 18:00 horas en la Sala de Clases del Departamento de Ingenier\u00eda Estructural y Geot\u00e9cnica.<\/p>\n","protected":false},"author":4,"featured_media":2871,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","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":"","ast-disable-related-posts":"","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":"","background-image":"","background-repeat":"repeat","background-position":"center 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\nA pesar de su baja densidad y alta plasticidad, el material alcanza valores elevados de resistencia al corte y un comportamiento relativamente r\u00edgido hasta una presi\u00f3n de preconsolidaci\u00f3n del orden de 0.5 MPa, debido probablemente a procesos de diag\u00e9nesis y a la trabaz\u00f3n entre microf\u00f3siles. Sobre dicha presi\u00f3n, el suelo presenta un comportamiento altamente compresible en consolidaci\u00f3n y fuertemente contractivo en corte.
\nFinalmente, los resultados se contrastan con datos reportados en la literatura para poder comparar el comportamiento de estos suelos singulares con respecto a resultados cl\u00e1sicos en finos y arenas.”<\/p>\nRese\u00f1a<\/h4>\n
\nPh.D. \u00c9cole Centrale de Nantes
\nProfesor Asistente, Escuela Ingenier\u00eda UC
\nProfesor Supervisor<\/em><\/p>\n
\nPh.D. \u00c9cole Centrale Paris
\nProfesor Asociado, Escuela de Ingenier\u00eda UC<\/p>\n
\nPh.D. Universitat Polit\u00e8cnica de Catalunya
\nProfesor Titular, Escuela de Ingenier\u00eda UC
\nRepresentante de Postgrado<\/em><\/p>\n
\nPh.D. Universit\u00e9 Grenoble Alpes
\nProfesor, Universidad T\u00e9cnica Federico Santa Mar\u00eda
\nExaminador Externo<\/em><\/p>\n","protected":false},"excerpt":{"rendered":"