Chapter
Apr 26, 2012
Hypoplastic Model for Simulation of Deformation Characteristics of Bangkok Soft Clay with Different Stress Paths
Authors: Sompote Youwai [email protected], Piyachat Chattanjai, Pornkasem Jongpradist, and Warat KongkitkulAuthor Affiliations
Publication: Soil Behavior and Geo-Micromechanics
Abstract
This paper presents the development of hypoplastic model for simulating deformation characteristics of Bangkok Soft Clay. The results from drained triaxial tests of Bangkok Soft Clay were simulated by the new hypoplastic model with applied stress path of 0–180 degrees in p–q stress space. The proposed hypoplastic model has satisfy performance to predict the deformation characteristics of Soft Bangkok Clay. The stiffness of proposed model varied according to load and unloading condition and different applied stress path.
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Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Clays
- Continuum mechanics
- Deformation (mechanics)
- Drainage
- Engineering fundamentals
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Irrigation engineering
- Laboratory tests
- Models (by type)
- Simulation models
- Soft soils
- Soil deformation
- Soil mechanics
- Soil properties
- Soil stress
- Soils (by type)
- Solid mechanics
- Structural mechanics
- Tests (by type)
- Triaxial tests
- Water and water resources
Authors
Affiliations
Assistant Professor, Department of Civil Engineering, King Mongkut's University of Technology Thonburi, Bangmod, Thung-kru, Bangkok Thailand.E-mail: [email protected]
Piyachat Chattanjai
Doctoral student, College of Civil Engineering, Tongji University, Shanghai, China
Pornkasem Jongpradist
Assistant Professor, Department of Civil Engineering, King Mongkut's University of Technology Thonburi, Bangmod, Thung-kru, Bangkok Thailand
Warat Kongkitkul
Lecturer, Department of Civil Engineering, King Mongkut's University of Technology Thonburi, Bangmod, Thung-kru, Bangkok Thailand
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