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dc.rights.licenseAtribución-NoComercial 4.0 Internacional
dc.contributor.authorRodríguez Rebolledo, Juan Félix
dc.contributor.authorAuvinet-Guichard, Gabriel Y.
dc.contributor.authorMartínez-Carvajal, Hernán E.
dc.date.accessioned2019-07-02T18:51:39Z
dc.date.available2019-07-02T18:51:39Z
dc.date.issued2015-07-01
dc.identifier.issnISSN: 2346-2183
dc.identifier.urihttps://repositorio.unal.edu.co/handle/unal/60676
dc.description.abstractThe paper shows how axisymmetric finite element numerical models can be used to optimize the design of friction piles foundations in an environment that is prone to regional subsidence. The study considers friction piles in typical Mexico City soft clays, that are subjected to external loads and soil consolidation due to variations in piezometric conditions. The constitutive models used to numerically simulate the behavior of the clays vary from a basic elastic perfectly-plastic model to a critical state model that is able to account for the anisotropic yielding behavior of Mexico City clay. The simulations consider the long term behavior of the internal piles within a large pile group.
dc.format.mimetypeapplication/pdf
dc.language.isospa
dc.publisherUniversidad Nacional de Colombia (Sede Medellín). Facultad de Minas.
dc.relationhttps://revistas.unal.edu.co/index.php/dyna/article/view/47752
dc.relation.ispartofUniversidad Nacional de Colombia Revistas electrónicas UN Dyna
dc.relation.ispartofDyna
dc.rightsDerechos reservados - Universidad Nacional de Colombia
dc.rights.urihttp://creativecommons.org/licenses/by-nc/4.0/
dc.subject.ddc62 Ingeniería y operaciones afines / Engineering
dc.titleSettlement analysis of friction piles in consolidating soft soils
dc.typeArtículo de revista
dc.type.driverinfo:eu-repo/semantics/article
dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.identifier.eprintshttp://bdigital.unal.edu.co/59008/
dc.relation.referencesRodríguez Rebolledo, Juan Félix and Auvinet-Guichard, Gabriel Y. and Martínez-Carvajal, Hernán E. (2015) Settlement analysis of friction piles in consolidating soft soils. DYNA, 82 (192). pp. 211-220. ISSN 2346-2183
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess
dc.subject.proposalfriction piles
dc.subject.proposalpile group
dc.subject.proposalregional subsidence
dc.subject.proposalnumerical modeling
dc.subject.proposalanisotropy
dc.subject.proposalconstitutive models
dc.subject.proposalMexico City clay.
dc.type.coarhttp://purl.org/coar/resource_type/c_6501
dc.type.coarversionhttp://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.contentText
dc.type.redcolhttp://purl.org/redcol/resource_type/ART
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2


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Atribución-NoComercial 4.0 InternacionalThis work is licensed under a Creative Commons Reconocimiento-NoComercial 4.0.This document has been deposited by the author (s) under the following certificate of deposit