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dc.contributor.author道広, 一利ja
dc.contributor.author柴田, 徹ja
dc.contributor.alternativeMICHIHIRO, Kazutoshien
dc.contributor.alternativeSHIBATA, Toruen
dc.date.accessioned2009-03-02T07:54:35Z-
dc.date.available2009-03-02T07:54:35Z-
dc.date.issued1985-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/70785-
dc.description.abstractIn this paper, the estimation of precompression pressure on clay was tried measuring AEactivity which occurs from specimens during drained isotropic triaxial loading. For thispurpose, the experimental studies described following were carried out by using the two typeof samples (I. E. remolded-reconsolidated clay and undisturbed diluvial clay).First, Kaiser effect on clay was checked. Secondary, comparisons between the pressureestimated from Kaiser effect and precompression pressure obtained by consolidation testsusing undisturbed diluvial clay were examined. Results obtained by series of tests are fol-lows: (1) Kaiser effect on clay recongnized in drained isotropic triaxial tests. (2) Precom-pression stress of undisturbed clay estimated from AE tests agreed very well with results ofconsolidation tests.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.titleAEによる粘性土の先行圧縮応力の推定ja
dc.title.alternativeESTIMATION OF PRECOMPRESSION PRESSURE ON CLAY BY ACOUSTIC EMISSIONen
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.volume28-
dc.identifier.issueB-2-
dc.identifier.spage111-
dc.identifier.epage119-
dc.textversionpublisher-
dc.sortkey07-
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.28 B-2

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