Constitutive equation for the behavior of clay in overconsolidation state and under cyclic loading

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dc.contributor.authorLee, Seung Rae-
dc.contributor.authorKim, J.Y.-
dc.date.accessioned2013-03-14T18:20:46Z-
dc.date.available2013-03-14T18:20:46Z-
dc.date.created2012-02-06-
dc.date.issued1993-12-
dc.identifier.citationInternational conference on soft soil engineering, v., no., pp.128 - 133-
dc.identifier.urihttp://hdl.handle.net/10203/111761-
dc.languageENG-
dc.titleConstitutive equation for the behavior of clay in overconsolidation state and under cyclic loading-
dc.typeConference-
dc.type.rimsCONF-
dc.citation.beginningpage128-
dc.citation.endingpage133-
dc.citation.publicationnameInternational conference on soft soil engineering-
dc.identifier.conferencecountryChina-
dc.identifier.conferencecountryChina-
dc.contributor.localauthorLee, Seung Rae-
dc.contributor.nonIdAuthorKim, J.Y.-
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CE-Conference Papers(학술회의논문)
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