MATHEMATICAL MODELLING OF MONOTONIC AND CYCLIC UNDRAINED CLAY BEHAVIOUR.

Keyphrases

• Clay 100%
• Mathematical Modeling 100%
• Clay Behavior 100%
• Undrained Clay 100%
• Yield Surface 66%
• Cyclic Loading 66%
• Inviscid 33%
• Analytical Model 33%
• Kinematics 33%
• Stress-strain 33%
• Elastoplastic 33%
• Finite Element Analysis 33%
• Path Dependence 33%
• Undrained Loading 33%
• Soil Testing 33%
• Saturated Clay 33%
• Loading Conditions 33%
• Simple Shear 33%
• Dependent Stress 33%
• Strength Properties 33%
• Stress-strain Relationship 33%
• Monotonic Loading 33%
• Relative Configuration 33%
• Complex Loading Paths 33%
• Stress Space 33%
• Triaxial Shear 33%
• Conventional Triaxial 33%
• Stress-strain-strength 33%
• Plastic Modulus 33%

Engineering

• Mathematical Modeling 100%
• Yield Surface 100%
• Analytical Model 50%
• Anisotropic 50%
• Model Parameter 50%
• Test Result 50%
• Loading Condition 50%
• Simple Shear 50%
• Loading Path 50%
• Stress-Strain Relations 50%
• Cyclic Loading 50%
• Cyclic Loading Condition 50%
• Monotonic Loading 50%
• Strain Relationship 50%
• Stress Space 50%
• Finite Element Analysis 50%