Asymptotic state behaviour and its modeling for saturated sand

Keyphrases

• Asymptotic State 100%
• Cam-clay Model 50%
• Characteristic State 50%
• Conventional Triaxial Compression Test 50%
• Double Hardening 50%
• Earth Pressure at Rest 50%
• Hardening Parameter 50%
• Partially Drained Condition 50%
• Plastic Shear Strain 50%
• Plastic Volumetric Strain 50%
• Soil Parameters 50%
• Stress-strain Relationship 50%
• Unified Hardening Model 50%
• Volumetric Compression 50%
• Volumetric Dilation 50%

Engineering

• Clay Model 50%
• Hardening Model 50%
• Hardening Parameter 50%
• Plastic Volumetric Strain 50%
• Soil Parameter 50%
• State Characteristic 50%
• Strain Relationship 50%