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dc.contributor.author松岡, 元ja
dc.contributor.alternativeMATSUOKA, Hajimeen
dc.date.accessioned2009-01-30T05:07:24Z-
dc.date.available2009-01-30T05:07:24Z-
dc.date.issued1975-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/69993-
dc.description.abstractA new stress plane in three-dimensional stress space has been proposed on the ideathat soil is a material governed by the frictional law, I. E., the shear-normal stress ratio.The new stress plane is named spatial mobilized plane (SMP). It has been verified by dataof various kinds of shear tests including true triaxial tests that stress-strain behaviors ofsoil under three principal stresses can be uniquely expressed on the SMP. Furthermore, anew yield condition of soil J1・J2/J3 =const. (J1, J2, J3: the first, second and third effectivestress invariants) has been also proposed on condition that soil yields when the shear-normalstress ratio on the SMP reaches a certain value. This proposed yield condition has theinteresting relation to the yield conditions of Tresca, von Mises and Mohr-Coulomb.en
dc.format.mimetypeapplication/pdf-
dc.language.isojpn-
dc.publisher京都大学防災研究所ja
dc.publisher.alternativeDisaster Prevention Research Institute, Kyoto Universityen
dc.subject.ndc511.3-
dc.subject.ndc455.8-
dc.title土の応力―ヒズミ関係と降伏条件ja
dc.title.alternativeSTRESS-STRAIN RELATIONSHIPS AND YIELD CONDITION OF SOIL BASED ON SPATIAL MOBILIZED PLANEen
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAN00027784-
dc.identifier.jtitle京都大学防災研究所年報. Bja
dc.identifier.volume18-
dc.identifier.issueB-
dc.identifier.spage323-
dc.identifier.epage331-
dc.textversionpublisher-
dc.sortkey26-
dc.relation.urlhttp://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html-
dcterms.accessRightsopen access-
dc.identifier.pissn0386-412X-
dc.identifier.jtitle-alternativeDisaster Prevention Research Institute Annuals. Ben
出現コレクション:No.18 B

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