An effective stress elastic-plastic model for unsaturated porous media

Mechanics of Materials

Volumn 34, Issue 2, 2002, Pages 97-116

  Loret, Benjamin ^a   Khalili, Nasser ^b  

^a LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

^b UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Constitutive equations; Effective stress; Elastoplasticity; Unsaturated soils

Indexed keywords

ELASTICITY; ELASTOPLASTICITY; IDENTIFICATION (CONTROL SYSTEMS); MATHEMATICAL MODELS; SOIL MECHANICS; STRESS ANALYSIS; WETTING;

ELASTIC-PLASTIC MODELS;

POROUS MATERIALS;

EID: 0036469539     PISSN: 01676636     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6636(01)00092-8     Document Type: Article

References (18)

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7. Behavior of clayey soils on drying-wetting paths
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9. On the theory of three-dimensional consolidation in unsaturated soils
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11. Theoretical aspects of constitutive modelling for unsaturated soils
12. A three-phase model for unsaturated soils
13. Volume change characteristics of partially saturated soils
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15. An elasto-plastic critical state framework for unsaturated soils