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dc.contributor.author村山, 朔郎ja
dc.contributor.author関口, 秀雄ja
dc.contributor.alternativeMURAYAMA, Sakuroen
dc.contributor.alternativeSEKIGUCHI, Hideoen
dc.date.accessioned2009-01-30T04:55:22Z-
dc.date.available2009-01-30T04:55:22Z-
dc.date.issued1970-03-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/69718-
dc.description.abstractIn this paper, the dynamic viscoelastic properties of clay under the load of low fre-quency are theoretically investigated. The authors analysed the effect of frequency andtemperature on elasticity of clay by introducing a relaxation spectrum. This spectrumwas adopted as a box type distribution by refering to the results of stress relaxation testson clay samples.Principal results obtained from their analysis are as follows;(1) The dynamic elastic modulus of clay increases linearly with increase of logarithmof angular velocity.(2) Elasticity of clay decreases in hyperbolic relation with increase of temperaturenot only because of time scale effect but the change of inherent nature of clay structure.Moreover, the dependence of elasticity of clay on the applied stress amplitude is discussedconsidering a change in clay structure.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.title粘土の動的弾性係数に関する理論的考察ja
dc.title.alternativeTHEORETICAL CONSIDERATION ON THE DYNAMIC ELASTIC MODULI OF CLAYen
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.volume13-
dc.identifier.issueB-
dc.identifier.spage543-
dc.identifier.epage552-
dc.textversionpublisher-
dc.sortkey38-
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.13 B

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