Behaviour of displacement, cast-in-place piles on collapsible soil

Detalhes bibliográficos
Autor(a) principal: Ferreira, C. V.
Data de Publicação: 1997
Outros Autores: Lobo, A. S., Carvalho, D.
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/8832
Resumo: The paper presents the results of instrumented compression load tests carried out in three uncased cast-in-place piles (pounded piles, called apiloadas in Brazil) which is largely used in interior part of the state of São Paulo. The tests were conducted with the soil in the natural condition and after soaking with water, before loading, in order to evaluate the influence of the soil collapsibility in the results. The values of the ultimate loads (total, point and lateral loads) obtained in the tests are presented and compared with the values predicted by empirical methods that utilize SPT and CPT results.
id UNSP_9ca3a94a4ef9ab697413b1732faa7759
oai_identifier_str oai:repositorio.unesp.br:11449/8832
network_acronym_str UNSP
network_name_str Repositório Institucional da UNESP
repository_id_str 2946
spelling Behaviour of displacement, cast-in-place piles on collapsible soilThe paper presents the results of instrumented compression load tests carried out in three uncased cast-in-place piles (pounded piles, called apiloadas in Brazil) which is largely used in interior part of the state of São Paulo. The tests were conducted with the soil in the natural condition and after soaking with water, before loading, in order to evaluate the influence of the soil collapsibility in the results. The values of the ultimate loads (total, point and lateral loads) obtained in the tests are presented and compared with the values predicted by empirical methods that utilize SPT and CPT results.UNESP, Dept Civil Engn, Bauru, BrazilUNESP, Dept Civil Engn, Bauru, BrazilA A Balkema PublishersUniversidade Estadual Paulista (Unesp)Ferreira, C. V.Lobo, A. S.Carvalho, D.2014-05-20T13:27:06Z2014-05-20T13:27:06Z1997-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject805-806Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Vol 2. Leiden: A A Balkema Publishers, p. 805-806, 1997.http://hdl.handle.net/11449/8832WOS:000073133700013Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengFourteenth International Conference on Soil Mechanics and Foundation Engineering, Vol 2info:eu-repo/semantics/openAccess2024-06-28T12:56:53Zoai:repositorio.unesp.br:11449/8832Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:39:39.453054Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Behaviour of displacement, cast-in-place piles on collapsible soil
title Behaviour of displacement, cast-in-place piles on collapsible soil
spellingShingle Behaviour of displacement, cast-in-place piles on collapsible soil
Ferreira, C. V.
title_short Behaviour of displacement, cast-in-place piles on collapsible soil
title_full Behaviour of displacement, cast-in-place piles on collapsible soil
title_fullStr Behaviour of displacement, cast-in-place piles on collapsible soil
title_full_unstemmed Behaviour of displacement, cast-in-place piles on collapsible soil
title_sort Behaviour of displacement, cast-in-place piles on collapsible soil
author Ferreira, C. V.
author_facet Ferreira, C. V.
Lobo, A. S.
Carvalho, D.
author_role author
author2 Lobo, A. S.
Carvalho, D.
author2_role author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Ferreira, C. V.
Lobo, A. S.
Carvalho, D.
description The paper presents the results of instrumented compression load tests carried out in three uncased cast-in-place piles (pounded piles, called apiloadas in Brazil) which is largely used in interior part of the state of São Paulo. The tests were conducted with the soil in the natural condition and after soaking with water, before loading, in order to evaluate the influence of the soil collapsibility in the results. The values of the ultimate loads (total, point and lateral loads) obtained in the tests are presented and compared with the values predicted by empirical methods that utilize SPT and CPT results.
publishDate 1997
dc.date.none.fl_str_mv 1997-01-01
2014-05-20T13:27:06Z
2014-05-20T13:27:06Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/conferenceObject
format conferenceObject
status_str publishedVersion
dc.identifier.uri.fl_str_mv Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Vol 2. Leiden: A A Balkema Publishers, p. 805-806, 1997.
http://hdl.handle.net/11449/8832
WOS:000073133700013
identifier_str_mv Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Vol 2. Leiden: A A Balkema Publishers, p. 805-806, 1997.
WOS:000073133700013
url http://hdl.handle.net/11449/8832
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Fourteenth International Conference on Soil Mechanics and Foundation Engineering, Vol 2
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 805-806
dc.publisher.none.fl_str_mv A A Balkema Publishers
publisher.none.fl_str_mv A A Balkema Publishers
dc.source.none.fl_str_mv Web of Science
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
_version_ 1808129447500447744

Registros relacionados