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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74266
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dc.titleNUMERICAL APPROACH TO THE SOLUTION OF ELASTOPLASTIC SOIL PROBLEMS.
dc.contributor.authorLo, K.W.
dc.date.accessioned2014-06-19T05:50:55Z
dc.date.available2014-06-19T05:50:55Z
dc.date.issued1985
dc.identifier.citationLo, K.W. (1985). NUMERICAL APPROACH TO THE SOLUTION OF ELASTOPLASTIC SOIL PROBLEMS. : 179-184. ScholarBank@NUS Repository.
dc.identifier.isbn9061915813
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74266
dc.description.abstractA numerical approach to solving soil problems of plane strain elastoplasticity is presented. The initial stress variant of the finite element method by O. C. Zienkiewicz et al is adapted for Tresca and Mohr-Coulomb yield surfaces and their associated flow rules. The mesh generation and solution procedure adopted has an entirely physical basis which is readily visualised. The state of collapse is accurately defined by free flow of the plastic enclave to free surface combined with linear increase of deformation with iteration. (Author abstract. )
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.page179-184
dc.identifier.isiutNOT_IN_WOS
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