ANISOTROPIC UNDRAINED STRESS-STRAIN BEHAVIOR OF CLAYS

Keyphrases

• Clay 100%
• Stress-strain 100%
• Yield Surface 100%
• Inviscid 50%
• Model Prediction 50%
• Analytical Model 50%
• Shear Modulus 50%
• Kinematics 50%
• Elastoplastic 50%
• Path Dependence 50%
• Undrained Loading 50%
• Saturated Clay 50%
• Loading Conditions 50%
• Simple Shear 50%
• Triaxial 50%
• Dependent Stress 50%
• Strength Properties 50%
• Material Behavior 50%
• Relative Configuration 50%
• Loading History 50%
• Complex Loading Paths 50%
• Stress Space 50%
• Stress Anisotropy 50%
• Conventional Triaxial Test 50%
• Plane Strain Shear 50%
• Stress-strain-strength 50%

Engineering

• Anisotropic 100%
• Stress-Strain Relations 100%
• Yield Surface 100%
• Analytical Model 50%
• Model Prediction 50%
• Model Parameter 50%
• Test Result 50%
• Loading Condition 50%
• Plane Strain 50%
• Simple Shear 50%
• Material Behavior 50%
• Loading Path 50%
• Induced Stress 50%
• Modulus of Shear 50%
• Loading History 50%
• Stress Space 50%
• Anisotropy 50%