Chapter
Apr 26, 2012

Improvement of Thermomechanical Model for Soil and Its FEM Analysis

Publication: Soil Behavior and Geo-Micromechanics

Abstract

The thermomechanical approach to establishing elastic/plastic constitutive model for geomaterials not only has a tight mathematical structure, but also satisfies the laws of thermo-dynamics automatically and has a rigorous mathematic and physical basis. The isotropic thermomechanical model proposed by Collins (2002, 2005a) is introduced briefly and analyzed in detail. Aiming at its shortage of hardening law, the unified hardening parameter is incorporated into this model. And then, the model is extended to a unified thermomechanical model for soil which can be applied to both clay and sand. The FEM computer program of thermomechanical model and improved unified model are worked out. The adaptability and validity of improved model can be seen from the comparison and analysis of calculated results.

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Go to Soil Behavior and Geo-Micromechanics
Soil Behavior and Geo-Micromechanics
Pages: 92 - 100

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Published online: Apr 26, 2012

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Professor, School of Sciences, Qingdao Technological University, Qingdao 266033, China.E-mail: [email protected]
Xue-feng Li [email protected]
Doctor Candidate, Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China.E-mail: [email protected]
Associated Professor, School of Sciences, Qingdao Technological University, Qingdao 266033, China.E-mail: [email protected]

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