On the analytical solutions for the three-invariant Cam clay model

International Journal of Plasticity

Volumn 18, Issue 8, 2002, Pages 1061-1082

  Perić, Dunja ^a   Ayari, Mohammed A ^b  

^a Sunflower Networking Group   (United States)

^b UNITED ARAB EMIRATES UNIVERSITY   (United Arab Emirates)

Author keywords

Analytical solutions; Constitutive behavior; Elastic plastic material; Geological material

Indexed keywords

CLAY; COMPRESSIBILITY OF SOLIDS; GEOLOGIC MODELS; PLASTICITY; SATURATION (MATERIALS COMPOSITION); SHEAR STRENGTH;

CAM CLAY MODELS; PLASTIC ISOTROPIES;

SOIL MECHANICS;

EID: 0036681054     PISSN: 07496419     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0749-6419(01)00028-6     Document Type: Article

References (11)

1. Implicit integration in soil plasticity under mixed control for drained and undrained response
2. Cam-clay plasticity, part II: Implicit integration of constitutive equation based on nonlinear elastic stress predictor
3. Cam-clay plasticity, part I: Implicit Integration of elasto-plastic constitutive relations
4. Prediction of the non-homogeneous behaviour of clay in the triaxial test
5. The shear strength of saturated remoulded clays
6. Influence of Lode's angle on the pore pressure in generation soils
7. Yielding of clays in states wetter than critical
8. On the generalized stress-strain behaviour of 'wet' clay
9. Constitutive model for triaxial behaviour of concrete