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《Journal of Hehai University (Natural Sciences )》 2002-05
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Modified Cambridge visco-elastic-plasticity model considering rheology of soil

CHEN Yuan hong 1, HONG Bao ning 2, GONG Dao yong 3, LIU Meng cheng 2 (1.The Fourth Railway Survey & Design Institute, Wuhan 430063, China; 2. College of Civil Engineering, Hohai Univ., Nanjing 210098, China; 3. Changjiang Water Resources Comm  
On the basis of the modified Cambridge model, and with the rheology of soil considered, a new modified Cambridge visco elastic plasticity model is presented, which can comprehensively reflect the visco elastic plasticity of soil deformation. Then the model is applied to the finite element simulation of 3 D consolidation of a sample in laboratory triaxial drained shear creep tests. As compared with other models, the present constitutive model is proved to be reasonable and effective.
【CateGory Index】: TU435
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