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  2. 090_Graduate School of Engineering
  3. Memoirs of the Faculty of Engineering, Kyoto University
  4. Vol.27 Part 2
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dc.contributor.authorMATSUO, Minoruen
dc.contributor.authorYAGI, Norioen
dc.date.accessioned2023-03-28T09:05:57Z-
dc.date.available2023-03-28T09:05:57Z-
dc.date.issued1965-05-20-
dc.identifier.urihttp://hdl.handle.net/2433/280622-
dc.description.abstractThe actual phenomena for settlements due to repetitional consolidation of the clay layers are observed frequently, but there remains a great number of unsolved problems in the present situation. In this paper the authors propose an approximate method for calculating the amount of consolidation when the repetitional, uniformly distributed surcharge is applied on a saturated clay layer. By means of this method they analized some results of experimental tests using a triaxial apparatus. Although in this approximate method some simplified conditions are assumed in order to facilitate analysis, the test results obtained by a series of triaxial consolidation tests for saturated clay specimens are in considerably good agreement with those of the numerical analysis.en
dc.language.isoeng-
dc.publisherFaculty of Engineering, Kyoto Universityen
dc.publisher.alternative京都大学工学部ja
dc.subject.ndc500-
dc.titleStudy on Repetitional Consolidation of Clayen
dc.typedepartmental bulletin paper-
dc.type.niitypeDepartmental Bulletin Paper-
dc.identifier.ncidAA00732503-
dc.identifier.jtitleMemoirs of the Faculty of Engineering, Kyoto Universityen
dc.identifier.volume27-
dc.identifier.issue2-
dc.identifier.spage155-
dc.identifier.epage165-
dc.textversionpublisher-
dc.sortkey02-
dc.addressDepartment of Civil Engineeringen
dc.addressDisaster Prevention Research Instituteen
dcterms.accessRightsopen access-
dc.identifier.pissn0023-6063-
Appears in Collections:Vol.27 Part 2

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