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dc.contributor.author赤井, 浩一ja
dc.contributor.author大西, 有三ja
dc.contributor.author西垣, 誠ja
dc.contributor.alternativeAKAI, Koichien
dc.contributor.alternativeONISHI, Yuzoen
dc.contributor.alternativeNISHIGAKI, Makotoen
dc.date.accessioned2009-02-10T01:45:50Z-
dc.date.available2009-02-10T01:45:50Z-
dc.date.issued1977-04-01-
dc.identifier.issn0386-412X-
dc.identifier.urihttp://hdl.handle.net/2433/70172-
dc.description.abstractThe finite element procedure to formulate the variational principle in the problems ofgroundwater was described and its application to the in-situ problems was discussed. Thesteady state flow analyses were performed in the cases of open cut excavations with sheetpiles and tunnel excavation. Results of the analyses were compared with the results of thein-situ measurements. The nonsteady state flow analyses were also carried out to investigatethe time-dependent free surface change and compared to the laboratory test results. It wasrecognized that the finite element analysis was accurate enough to evaluate the behaviorof the groundwater in the complex soil media qualitatively and quantitatively.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.ndc452.95-
dc.title有限要素法による浸透流解析と現地への適用についてja
dc.title.alternativeFINITE ELEMENT ANALYSIS OF BEHAVIOR OF GROUNDWATER AND ITS APPLICATION TO IN-SITU PROBLEMSen
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.volume20-
dc.identifier.issueB-2-
dc.identifier.spage1-
dc.identifier.epage14-
dc.textversionpublisher-
dc.sortkey01-
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.20 B-2

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