A unified bounding surface plasticity model for unsaturated soils
Author:
Publisher
Wiley
Subject
Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics
Reference42 articles.
1. A constitutive model for partially saturated soils
2. An elasto-plastic critical state framework for unsaturated soil
3. Yielding and plastic behaviour of an unsaturated compacted silt
4. An effective stress elastic–plastic model for unsaturated porous media
5. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
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