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dc.rights.licenseAl consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.es_CO
dc.contributor.advisorLizcano Peláez, Arcesio
dc.contributor.authorCastilla Díaz, Daniel Felipe
dc.date.accessioned2018-09-28T07:47:59Z
dc.date.available2018-09-28T07:47:59Z
dc.date.issued2009
dc.identifier.urihttp://hdl.handle.net/1992/11170
dc.description.abstractThis works illustrates an explanation of the hypoplastic model and how to implement at a computer's environment. Then comes the concept called bifurcation, that is the point that separates the behavior of the soil in before and after localization as well as how to be implemented; finally how to apply the weak discontinuities theory to soils, how to implement it, along with simulations done within the implementation.
dc.formatapplication/pdfes_CO
dc.format.extent58 hojases_CO
dc.language.isoenges_CO
dc.publisherUniandeses_CO
dc.sourceinstname:Universidad de los Andeses_CO
dc.sourcereponame:Repositorio Institucional Sénecaes_CO
dc.titleShear band behavior simulations in granular materials using weak discontinuities in a hypoplastic constitutive modeles_CO
dc.typeTrabajo de grado - Maestríaes_CO
dc.publisher.programMaestría en Ingeniería Civiles_CO
dc.rights.accessRightsopenAccess
dc.subject.keywordMateriales granulados - Investigacioneses_CO
dc.subject.keywordPlasticidad - Investigacioneses_CO
dc.subject.keywordMecánica de suelos - Investigacioneses_CO
dc.publisher.facultyFacultad de Ingenieríaes_CO
dc.publisher.departmentDepartamento de Ingeniería Civil y Ambientales_CO
dc.type.versionpublishedVersion
dc.type.versionpublishedVersiones_CO
dc.description.degreenameMagíster en Ingeniería Civiles_CO
dc.description.degreelevelMaestríaes_CO


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