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dc.contributor.author福尾, 義昭ja
dc.contributor.author加藤, 哲治ja
dc.contributor.author北岡, 豪一ja
dc.contributor.alternativeFUKUO, Yoshiakien
dc.contributor.alternativeKATO, Tetsujien
dc.contributor.alternativeKITAOKA, Koichien
dc.date.accessioned2009-01-30T04:33:03Z-
dc.date.available2009-01-30T04:33:03Z-
dc.date.issued1968-03-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/69371-
dc.description.abstractThis is a report of experimental research on the compressional creep of frozen siltyclay moulded into the cylindrical form of 5 cm in diam. And 9cm in height. The deform-ation of test pieces were measured at -10'C during the long term under various constantloads. For the load smaller than 18 kg/cm2, stress-strain diagram showed that the strainin axial direction was proportional to the compressive stress at each instant of time.Then, the time function of creep was decided by calculating the time variation of strainper unit load. From the result of calculation, it was found that the time function wasrepresented by the sum of the linear function of logarithm of time and the term pro-portional to time as shown in Fig 5.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凍土の一軸圧縮変形(長時間)についてja
dc.title.alternativeON THE DEFORMATION OF FROZEN SOIL DUE TO UNIAXIAL COMPRESSIONen
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAN00027809-
dc.identifier.jtitle京都大学防災研究所年報. Aja
dc.identifier.volume11-
dc.identifier.issueA-
dc.identifier.spage669-
dc.identifier.epage674-
dc.textversionpublisher-
dc.sortkey52-
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. Aen
出現コレクション:No.11 A

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