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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/74339
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dc.contributor.authorSantos, T. C.-
dc.contributor.authorTsuha, C. H C-
dc.contributor.authorGiacheti, H. L.-
dc.date.accessioned2014-05-27T11:27:33Z-
dc.date.accessioned2016-10-25T18:41:45Z-
dc.date.available2014-05-27T11:27:33Z-
dc.date.available2016-10-25T18:41:45Z-
dc.date.issued2013-01-01-
dc.identifier.citationGeotechnical and Geophysical Site Characterization 4 - Proceedings of the 4th International Conference on Site Characterization 4, ISC-4, v. 2, p. 1079-1084.-
dc.identifier.urihttp://hdl.handle.net/11449/74339-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/74339-
dc.description.abstractThe uplift capacity of helical piles depends on the shear resistance of the soil above the helical plates. During helical pile installation, the soil traversed by the plates are sheared and displaced laterally, and consequently the soil structure is disturbed. Considering this fact, the aim of this paper is presenting the effect of helical piles installation in the soil mass by means of CPT tests carried out close to the soil cylinder above the pile helices. The CPT tests were performed at the CRHEA site from the Sao Carlos School of Engineering, Sao Carlos city, inland of Sao Paulo State, Brazil. In addition, an interpretation of CPT tests data for stratigrafic logging are presented and compared to Standard Penetration Tests (SPT) carried out at this site. This study showed that the CPT sleeve friction fs data were affected by the installation of helical pile in this particular tropical soil site. © 2013 Taylor & Francis Group.en
dc.format.extent1079-1084-
dc.language.isoeng-
dc.sourceScopus-
dc.subjectCPT test-
dc.subjectHelical pile-
dc.subjectTropical soils-
dc.subjectPile installation-
dc.subjectSao Paulo-
dc.subjectSchool of engineering-
dc.subjectShear resistances-
dc.subjectSleeve friction-
dc.subjectSoil mass-
dc.subjectSoil structure-
dc.subjectStandard penetration test-
dc.subjectUplift capacity-
dc.subjectCharacterization-
dc.subjectPile foundations-
dc.subjectPiles-
dc.subjectPlates (structural components)-
dc.subjectTropics-
dc.subjectSoils-
dc.titleThe use of CPT to evaluate the effect of helical pile installation in tropical soilsen
dc.typeoutro-
dc.contributor.institutionUniversidade de São Paulo (USP)-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationSao Carlos School of Engineering-EESC University of Sao Paulo, Sao Carlos-
dc.description.affiliationSao Paulo State University-Unesp, Bauru-
dc.description.affiliationUnespSao Paulo State University-Unesp, Bauru-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofGeotechnical and Geophysical Site Characterization 4 - Proceedings of the 4th International Conference on Site Characterization 4, ISC-4-
dc.identifier.scopus2-s2.0-84866910966-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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