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DCフィールド | 値 | 言語 |
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dc.contributor.author | 柴田, 徹 | ja |
dc.contributor.author | 田河, 勝一 | ja |
dc.contributor.alternative | SHIBATA, Toru | en |
dc.contributor.alternative | TAGAWA, Shoichi | en |
dc.date.accessioned | 2009-01-30T04:52:24Z | - |
dc.date.available | 2009-01-30T04:52:24Z | - |
dc.date.issued | 1968-03-01 | - |
dc.identifier.issn | 0386-412X | - |
dc.identifier.uri | http://hdl.handle.net/2433/69618 | - |
dc.description.abstract | An attempt was made to clarify some uncertainties concerning the interpretation ofvane tests due to insufficient knowledge of stress conditions and mode of strain within thefailure zone. The shear strengths measured in the vane-triaxial apparatus were in goodagreement with that of the in-situ vane tests. The comparison of vane shear with theresults of both box shear and triaxial-slice shear tests indicated that the vane shear strengthof unsaturated low plastic clay can be possibly equal to the drained shear strength. Themeasurement of residual strengths of clays was made with success in the vane-triaxialapparatus. | en |
dc.format.mimetype | application/pdf | - |
dc.language.iso | jpn | - |
dc.publisher | 京都大学防災研究所 | ja |
dc.publisher.alternative | Disaster Prevention Research Institute, Kyoto University | en |
dc.subject.ndc | 511.3 | - |
dc.title | 粘土のベーンせん断強度に関する2,3の考察 | ja |
dc.title.alternative | VANE SHEAR STRENGTH OF CLAYS | en |
dc.type | departmental bulletin paper | - |
dc.type.niitype | Departmental Bulletin Paper | - |
dc.identifier.ncid | AN00027784 | - |
dc.identifier.jtitle | 京都大学防災研究所年報. B | ja |
dc.identifier.volume | 11 | - |
dc.identifier.issue | B | - |
dc.identifier.spage | 537 | - |
dc.identifier.epage | 548 | - |
dc.textversion | publisher | - |
dc.sortkey | 40 | - |
dc.relation.url | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html | - |
dcterms.accessRights | open access | - |
dc.identifier.pissn | 0386-412X | - |
dc.identifier.jtitle-alternative | Disaster Prevention Research Institute Annuals. B | en |
出現コレクション: | No.11 B |
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