Influence of Lode’s angle on the pore pressure generation in soils

International Journal of Plasticity

Volumn 18, Issue 8, 2002, Pages 1039-1059

  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; ELASTOPLASTICITY; GEOLOGIC MODELS; LOAD TESTING; PLASTICITY; PORE PRESSURE; STRESSES;

CAM CLAY MODELS; GEOLOGICAL MATERIALS; LODE'S ANGLES;

SOIL MECHANICS;

EID: 0036681051     PISSN: 07496419     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0749-6419(01)00024-9     Document Type: Article

References (13)

1. Pore pressure developed during undrained loading
2. Theory of mixtures
3. Prediction of the non-homogeneous behaviour of clay in the tri-axial test
4. The relationships between the strength, pore water pressure and volume change characteristics of saturated clays
5. The shear strength of saturated remoulded clays
6. A rational interpretation of pore pressure parameters
7. On the analytical solutions for the three-invariant Cam clay model
8. On the generalized stress-strain behaviour of 'wet' clay
9. Characteristics of constitutive re-lations in soil plasticity for undrained behavior
10. The pore pressure coefficients A and B
11. Constitutive model for triaxial behaviour of con-crete. Colloquium on concrete structures subjected to triaxial stresses