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|Title:||A constitutive model for anisotropic and small strain conditions||Authors:||Shi, J.Y.
|Keywords:||Anisotropic and small strain
|Issue Date:||Aug-2001||Citation:||Shi, 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.||Abstract:||In 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.||Source Title:||Geotechnical Engineering||URI:||http://scholarbank.nus.edu.sg/handle/10635/54026||ISSN:||00465828|
|Appears in Collections:||Staff Publications|
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