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dc.contributor.authorRocha, B. P.
dc.contributor.authorDos Santos, R. A.
dc.contributor.authorBezerra, R. C. [UNESP]
dc.contributor.authorRodrigues, R. A. [UNESP]
dc.contributor.authorGiacheti, H. L. [UNESP]
dc.date.accessioned2018-12-11T16:46:26Z
dc.date.available2018-12-11T16:46:26Z
dc.date.issued2016-01-01
dc.identifier.citationProceedings of the 5th International Conference on Geotechnical and Geophysical Site Characterisation, ISC 2016, v. 2, p. 1129-1136.
dc.identifier.urihttp://hdl.handle.net/11449/169560
dc.description.abstractGeotechnical site characterization consists in determining the stratigraphical profile, the groundwater level and the estimative of geo-mechanical designs parameters required for each project. In situ tests techniques can offer the best available and most economical way to achieve this characterization for different site conditions. This paper presents and discusses CPT, DMT, seismic (down-hole) and laboratory tests carried out in an unsaturated tropical sandy soil site, which the top 13 m is a colluvium overlaying a residual soil from sandstone. The results showed that the CPT and DMT tests were efficient for detailed stratigraphic logging, estimative of geotechnical parameters, however, temporal variability should be considered for proper site characterization of unsaturated tropical soils.en
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.format.extent1129-1136
dc.language.isoeng
dc.relation.ispartofProceedings of the 5th International Conference on Geotechnical and Geophysical Site Characterisation, ISC 2016
dc.sourceScopus
dc.titleCharacterization of unsaturated tropical soil site by in situ testsen
dc.typeTrabalho apresentado em evento
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.description.affiliationUSP
dc.description.affiliationUnesp
dc.description.affiliationUnespUnesp
dc.rights.accessRightsAcesso aberto
dc.description.sponsorshipIdFAPESP: 2010/50650-3
dc.description.sponsorshipIdFAPESP: 2014/23767-8
dc.description.sponsorshipIdFAPESP: 2015/16270-0
dc.identifier.scopus2-s2.0-85015732367
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