Limit analysis of shallow foundations and a review of traditional and non-linear constitutive models

dc.contributorLizcano Peláez, Arcesio
dc.creatorCortés González, Felipe
dc.date.accessioned2018-09-28T07:59:31Z
dc.date.available2018-09-28T07:59:31Z
dc.date.created2018-09-28T07:59:31Z
dc.date.issued2011
dc.identifierhttp://hdl.handle.net/1992/11483
dc.identifierinstname:Universidad de los Andes
dc.identifierreponame:Repositorio Institucional Séneca
dc.identifierrepourl:https://repositorio.uniandes.edu.co/
dc.description.abstractFor centuries the construction of good foundations has been of main interest in all civilizations given the importance it has on behavior and performance of structures. However, main developments in soil mechanics theory have taken place in the last centuries. The main goal of this work is to offer a detailed explanation of the theoretical formulation of limit analysis and describe the basic theories in which bearing capacity problems are solved. Plasticity theory is introduced and some constitutive models are described in order to present an alternative approach for solving soil mechanics problems.
dc.languageeng
dc.publisherUniandes
dc.publisherMaestría en Ingeniería Civil
dc.publisherFacultad de Ingeniería
dc.publisherDepartamento de Ingeniería Civil y Ambiental
dc.rightsAl consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.
dc.rightshttps://repositorio.uniandes.edu.co/static/pdf/aceptacion_uso_es.pdf
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightshttp://purl.org/coar/access_right/c_abf2
dc.sourceinstname:Universidad de los Andes
dc.sourcereponame:Repositorio Institucional Séneca
dc.titleLimit analysis of shallow foundations and a review of traditional and non-linear constitutive models
dc.typeTrabajo de grado - Maestría


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