An elasto-plastic model of unsaturated soil with an explicit degree of saturation-dependent CSL

Keyphrases

• Contractive 40%
• Critical State Line 20%
• Degree of Saturation 100%
• Effective Degree of Saturation 20%
• Elastoplastic Model 100%
• Kaolin 20%
• Plastic Deformation 20%
• Pore Pressure 20%
• Saturation-dependent 100%
• Shear Strength 20%
• Silty Clay 20%
• Silty Sand 20%
• Simulation Analysis 20%
• Soil Skeleton Stress 20%
• Stress Variable 20%
• Triaxial Test 20%
• Unsaturated Soil 100%
• Unsaturated State 20%
• Variable Ratio 20%
• Void Fraction 20%
• Water Meniscus 20%

Engineering

• Critical State Line 50%
• Degree of Saturation 100%
• Plastic Deformation 50%
• Plastic Model 100%
• Shear Strength 50%
• State Variable 50%

Earth and Planetary Sciences

• Plastic Deformation 20%
• Pore Pressure 20%
• Shear Strength 20%
• Silty Clay 20%
• Triaxial Test 20%
• Unsaturated Soil 100%
• Void Ratio 20%