Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/54026
Title: A constitutive model for anisotropic and small strain conditions
Authors: Shi, J.Y.
Lee, F.H. 
Chong, P.T. 
Keywords: Anisotropic and small strain
Constitutive model
Finite element
Issue Date: Aug-2001
Source: 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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