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The seismic SPT test in a tropical soil and the G0/N ratio

dc.contributor.authorGiacheti, H. L. [UNESP]
dc.contributor.authorPedrini, R. A.A. [UNESP]
dc.contributor.authorRocha, B. P.
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.date.accessioned2022-04-28T19:07:06Z
dc.date.available2022-04-28T19:07:06Z
dc.date.issued2013-01-01
dc.description.abstractThe seismic SPT, a test which associates the up-hole technique to the SPT, is briefly described. The maximum shear modulus (G0) can be determined together with the N value with this hybrid test. Seismic (Cross-hole, Down-hole and SCPT) and SPT test data for a Brazilian tropical sandy soil are presented and discussed emphasizing the advantage of using the interrelationship between the small strain stiffness (G0) and an ultimate strength (N value) to identify different soil behavior. A seismic SPT test was carried out in this research site and the G0/N ratio is discussed as an interesting index to help characterize tropical soils, similar to what has been suggested for the Go/qc ratio determined in a single test.en
dc.description.affiliationUniversidade Estadual Paulista Departamento de Engenharia Civil e Ambiental
dc.description.affiliationUniversidade de São Paulo Departamento de Geotecnia
dc.description.affiliationUnespUniversidade Estadual Paulista Departamento de Engenharia Civil e Ambiental
dc.format.extent535-538
dc.identifier.citation18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013, v. 1, p. 535-538.
dc.identifier.scopus2-s2.0-85034605768
dc.identifier.urihttp://hdl.handle.net/11449/220960
dc.language.isoeng
dc.relation.ispartof18th International Conference on Soil Mechanics and Geotechnical Engineering: Challenges and Innovations in Geotechnics, ICSMGE 2013
dc.sourceScopus
dc.subjectG0/N ratio
dc.subjectIn situ testing
dc.subjectSeismic
dc.subjectSPT
dc.subjectTropical soil
dc.subjectUp-hole
dc.titleThe seismic SPT test in a tropical soil and the G0/N ratioen
dc.typeTrabalho apresentado em evento
dspace.entity.typePublication

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