Criteria for the design of friction piles subjected to negative skin friction and transient loads

In this paper, an analysis of the behavior of an individual friction pile subjected to negative skin friction and transient loads (seism or wind) for typical stratigraphic and piezometric conditions of Mexico City lacustrine zone is presen- ted. This analysis is performed using a two dimensional fin...

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Detalles Bibliográficos
Autores: Gabriel Auvinet-Guichard, Juan Félix Rodríguez-Rebolledo
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2017
País:México
Institución:Universidad Nacional Autónoma de México
Repositorio:Redalyc-UNAM
OAI Identifier:oai:redalyc.org:40453142005
Acceso en línea:https://www.redalyc.org/articulo.oa?id=40453142005
Access Level:acceso abierto
Palabra clave:Ingeniería
fini
Friction piles
design criteria
transient loads
te element method
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spelling Criteria for the design of friction piles subjected to negative skin friction and transient loadsGabriel Auvinet-GuichardJuan Félix Rodríguez-RebolledoIngenieríafiniFriction pilesdesign criteriatransient loadste element methodIn this paper, an analysis of the behavior of an individual friction pile subjected to negative skin friction and transient loads (seism or wind) for typical stratigraphic and piezometric conditions of Mexico City lacustrine zone is presen- ted. This analysis is performed using a two dimensional finite element model (2D FEM) and taking as a reference the field and laboratory researchs on individual point bearing piles developed by Fellenius (1998), Bozozuk (1981) and Leung et al. (2004). A 2D FEM study of an internal pile within a pile group subjected to the weight of the structure and to negative skin friction is also presented. Finally, for the same conditions, 3D FEM analyses results are presen - ted in order to assess the behavior of border and corner piles. Some criteria are proposed regarding design loads and negative skin friction estimation for internal, border and corner piles.Universidad Nacional Autónoma de México2017info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdf1405-7743https://www.redalyc.org/articulo.oa?id=40453142005Ingeniería. Investigación y Tecnología (México) Num.3 Vol.XVIIIreponame:Redalyc-UNAMinstname:Universidad Nacional Autónoma de Méxicoinstacron:UNAMenhttp://www.redalyc.org/revista.oa?id=404Ingeniería. Investigación y Tecnologíainfo:eu-repo/semantics/openAccessoai:redalyc.org:404531420052025-09-03T18:04:29Z
dc.title.none.fl_str_mv Criteria for the design of friction piles subjected to negative skin friction and transient loads
title Criteria for the design of friction piles subjected to negative skin friction and transient loads
spellingShingle Criteria for the design of friction piles subjected to negative skin friction and transient loads
Gabriel Auvinet-Guichard
Ingeniería
fini
Friction piles
design criteria
transient loads
te element method
title_short Criteria for the design of friction piles subjected to negative skin friction and transient loads
title_full Criteria for the design of friction piles subjected to negative skin friction and transient loads
title_fullStr Criteria for the design of friction piles subjected to negative skin friction and transient loads
title_full_unstemmed Criteria for the design of friction piles subjected to negative skin friction and transient loads
title_sort Criteria for the design of friction piles subjected to negative skin friction and transient loads
dc.creator.none.fl_str_mv Gabriel Auvinet-Guichard
Juan Félix Rodríguez-Rebolledo
author Gabriel Auvinet-Guichard
author_facet Gabriel Auvinet-Guichard
Juan Félix Rodríguez-Rebolledo
author_role author
author2 Juan Félix Rodríguez-Rebolledo
author2_role author
dc.subject.none.fl_str_mv Ingeniería
fini
Friction piles
design criteria
transient loads
te element method
topic Ingeniería
fini
Friction piles
design criteria
transient loads
te element method
description In this paper, an analysis of the behavior of an individual friction pile subjected to negative skin friction and transient loads (seism or wind) for typical stratigraphic and piezometric conditions of Mexico City lacustrine zone is presen- ted. This analysis is performed using a two dimensional finite element model (2D FEM) and taking as a reference the field and laboratory researchs on individual point bearing piles developed by Fellenius (1998), Bozozuk (1981) and Leung et al. (2004). A 2D FEM study of an internal pile within a pile group subjected to the weight of the structure and to negative skin friction is also presented. Finally, for the same conditions, 3D FEM analyses results are presen - ted in order to assess the behavior of border and corner piles. Some criteria are proposed regarding design loads and negative skin friction estimation for internal, border and corner piles.
publishDate 2017
dc.date.none.fl_str_mv 2017
dc.type.none.fl_str_mv info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv 1405-7743
https://www.redalyc.org/articulo.oa?id=40453142005
identifier_str_mv 1405-7743
url https://www.redalyc.org/articulo.oa?id=40453142005
dc.language.none.fl_str_mv en
language_invalid_str_mv en
dc.relation.none.fl_str_mv http://www.redalyc.org/revista.oa?id=404
dc.rights.none.fl_str_mv Ingeniería. Investigación y Tecnología
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Ingeniería. Investigación y Tecnología
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidad Nacional Autónoma de México
publisher.none.fl_str_mv Universidad Nacional Autónoma de México
dc.source.none.fl_str_mv Ingeniería. Investigación y Tecnología (México) Num.3 Vol.XVIII
reponame:Redalyc-UNAM
instname:Universidad Nacional Autónoma de México
instacron:UNAM
instname_str Universidad Nacional Autónoma de México
instacron_str UNAM
institution UNAM
reponame_str Redalyc-UNAM
collection Redalyc-UNAM
repository.name.fl_str_mv
repository.mail.fl_str_mv
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