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dc.contributor.authorAKAI, Koichien
dc.contributor.authorADACHI, Toshihisaen
dc.contributor.authorYAMAMOTO, Kazuoen
dc.contributor.authorOHNISHI, Yuzoen
dc.date.accessioned2023-03-28T09:07:00Z-
dc.date.available2023-03-28T09:07:00Z-
dc.date.issued1977-02-21-
dc.identifier.urihttp://hdl.handle.net/2433/281013-
dc.description.abstractWeathered granite, which widely distributed in Japan, was tested by a triaxial testing apparatus to investigate its mechanical properties in the consolidated-undrained condition. This rock, classified as a soft rock, causes much trouble in the construction of civil engineering structures. However, its mechanical behavior has not been studied enough to understand the strength characteristics. In this paper, it was found that the general behavior of the weathered granite was very similar to that of clay. The comparison between these materials has been discussed. The strength parameters were obtained from yield points which were defined by two different methods. The physical meanings of these yield points were also discussed.en
dc.language.isoeng-
dc.publisherFaculty of Engineering, Kyoto Universityen
dc.publisher.alternative京都大学工学部ja
dc.subject.ndc500-
dc.titleStrength Characteristics of Weathered Graniteen
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAA00732503-
dc.identifier.jtitleMemoirs of the Faculty of Engineering, Kyoto Universityen
dc.identifier.volume38-
dc.identifier.issue4-
dc.identifier.spage240-
dc.identifier.epage254-
dc.textversionpublisher-
dc.sortkey07-
dc.addressDepartment of Transportation Engineeringen
dc.addressDisaster Prevention Research Instituteen
dc.addressOsaka Prefectural Technical Collegeen
dc.addressDepartment of Transportation Engineeringen
dcterms.accessRightsopen access-
dc.identifier.pissn0023-6063-
出現コレクション:Vol.38 Part 4

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