Strength of Sands in Wedge Shear, Triaxial Shear, and Shear Box Tests

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dc.contributor.authorMirata T.
dc.contributor.authorErzin Y.
dc.date.accessioned2024-07-22T08:23:28Z
dc.date.available2024-07-22T08:23:28Z
dc.date.issued2006
dc.description.abstractLimited tests had indicated peak drained values of angle of internal friction φ of gravelly sands measured in the cylindrical wedge shear test (cylwest) to be relatively closer to the φ expected from plane strain tests than from triaxial tests. Such a difference was not obtained between the results of the prismatic wedge shear test (priswest) and the triaxial test on gravels and crushed rock. In this study, six sands with <3.35 mm particles were tested. It was seen that the main reason for the difference between the φ values from cylwests and priswests was the difference in the angle δ between the shear plane and the bedding planes. Cylwests, in which δ was nearly the same as in triaxial tests, gave results close to those expected from plane strain tests, and almost identical results to those obtained from shear box tests on specimens so prepared as to make δ the same. © 2007 by ASTM International.
dc.identifier.DOI-ID10.1520/GTJ100223
dc.identifier.issn01496115
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/19555
dc.language.isoEnglish
dc.publisherASTM International
dc.subjectShear strength
dc.subjectStrain
dc.subjectTesting
dc.subjectGravel
dc.subjectInternal friction
dc.subjectRocks
dc.subjectShear strength
dc.subjectStrain measurement
dc.subjectAngle of internal friction
dc.subjectGravelly sand
dc.subjectLaboratory test
dc.subjectPlane-strain test
dc.subjectShear box tests
dc.subjectShear tests
dc.subjectShears strength
dc.subjectTriaxial shear
dc.subjectTriaxial test
dc.subjectWedge shear test
dc.subjectLaboratory tests
dc.subjectShear box test
dc.subjectTriaxial test
dc.subjectWedge shear test
dc.subjectSand
dc.subjectSand
dc.titleStrength of Sands in Wedge Shear, Triaxial Shear, and Shear Box Tests
dc.typeArticle

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