Brasil | Trabalho apresentado em evento

SPT-T: test procedure and applications

dc.contributorUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2014-05-20T15:24:33Z
dc.date.accessioned2022-10-05T16:29:01Z
dc.date.available2014-05-20T15:24:33Z
dc.date.available2022-10-05T16:29:01Z
dc.date.created2014-05-20T15:24:33Z
dc.date.issued2004-01-01
dc.identifierGeotechnical and Geophysical Site Characterization Vols 1 and 2. Rotterdam: Millpress Science Publishers, p. 359-366, 2004.
dc.identifierhttp://hdl.handle.net/11449/35144
dc.identifierWOS:000239478800026
dc.identifier0781618586438933
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/3907144
dc.description.abstractRanzini (1988) proposed the Standard Penetration Test with torque measurement (SPT-T) and some geotechnical engineers in Brazil have been using it since 1991. This paper presents the state of the art on SPT-T testing, emphasizing what is already established as common knowledge in Brazilian engineering practice, besides a suggestion for test procedure, including equipment and practical aspects. In addition, the study of the shape of the torque versus rotation-degree angle curve obtained by an electric torquemeter used in several SPT-T tests carried out on six experimental research sites in the southeast region of Brazil is discussed here. Four different methods to predict pile capacity based on SPT-T test results are briefly presented and a comparison with load tests carried out on different types of piles, on those six experimental research sites, is presented.
dc.languageeng
dc.publisherMillpress Science Publishers
dc.relationGeotechnical and Geophysical Site Characterization Vols 1 and 2
dc.rightsAcesso aberto
dc.sourceWeb of Science
dc.subjectStandard Penetration Test
dc.subjecttorque measurements
dc.subjectsoil classification
dc.subjectlateral skin friction of piles
dc.titleSPT-T: test procedure and applications
dc.typeTrabalho apresentado em evento


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