Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/54026
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dc.titleA constitutive model for anisotropic and small strain conditions
dc.contributor.authorShi, J.Y.
dc.contributor.authorLee, F.H.
dc.contributor.authorChong, P.T.
dc.date.accessioned2014-06-16T09:25:42Z
dc.date.available2014-06-16T09:25:42Z
dc.date.issued2001-08
dc.identifier.citationShi, J.Y.,Lee, F.H.,Chong, P.T. (2001-08). A constitutive model for anisotropic and small strain conditions. Geotechnical Engineering 32 (2) : 83-89. ScholarBank@NUS Repository.
dc.identifier.issn00465828
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/54026
dc.description.abstractIn this paper, a yield surface of a new constitutive model for anisotropic and small-strain conditions is presented based on energy equation. Compared with yield surface of modified Cam-Clay model (MCC) and from experiment, the new yield surface is closer to experiment result than the surface of MCC. A function is adopted to modify the hardening rule for expressing the behaviour of soil in small strains. The new constitutive model is compiled in a finite element program. The computed results from the new model are compared with the experimental results. The prediction shows that the new constitutive model can better simulate stress-strain characteristics of soil clay than MCC.
dc.sourceScopus
dc.subjectAnisotropic and small strain
dc.subjectConstitutive model
dc.subjectFinite element
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleGeotechnical Engineering
dc.description.volume32
dc.description.issue2
dc.description.page83-89
dc.description.codenGTEGB
dc.identifier.isiutNOT_IN_WOS
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