Chapter
Apr 26, 2012
Improvement of Thermomechanical Model for Soil and Its FEM Analysis
Authors: Liang Kong [email protected], Xue-feng Li [email protected], and Li-kun Hua [email protected]Author Affiliations
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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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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ASCE Technical Topics:
- Elastic analysis
- Engineering fundamentals
- Engineering mechanics
- Finite element method
- Geomechanics
- Geotechnical engineering
- Mathematical models
- Methodology (by type)
- Models (by type)
- Numerical methods
- Physical models
- Soil analysis
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil stabilization
- Structural analysis
- Structural engineering
- Structural models
- Thermal analysis
- Thermodynamics
Authors
Affiliations
Professor, School of Sciences, Qingdao Technological University, Qingdao 266033, China.E-mail: [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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