1. ScholarBank@NUS
  2. 1. Staff
  3. Staff Publications
Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74267
DC FieldValue
dc.titleNUMERICAL APPROACH TO THE SOLUTION OF ELASTOPLASTIC SOIL PROBLEMS.
dc.contributor.authorLo, K.W.
dc.date.accessioned2014-06-19T05:50:56Z
dc.date.available2014-06-19T05:50:56Z
dc.date.issued1985
dc.identifier.citationLo, K.W. (1985). NUMERICAL APPROACH TO THE SOLUTION OF ELASTOPLASTIC SOIL PROBLEMS. 1 : 179-184. ScholarBank@NUS Repository.
dc.identifier.isbn9061915813
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74267
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.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.volume1
dc.description.page179-184
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.