Modelling effects of recent suction history on small-strain stiffness of unsaturated soil

Keyphrases

• Suction 100%
• Modeling Effect 100%
• Unsaturated Soil 100%
• Small Strain Stiffness 100%
• Suction History 100%
• Degree of Saturation 75%
• Bounding Surface 50%
• Small Strain 50%
• Stress-strain 25%
• Relative Position 25%
• Stress Increment 25%
• Tuff 25%
• Shear Modulus 25%
• Modified Cam-clay Model 25%
• Shear Test 25%
• Stress Ratio 25%
• Silt 25%
• Void Fraction 25%
• Kinematic Hardening 25%
• Bounding Surface Plasticity 25%
• Bubble Model 25%
• Strain Hardening Modulus 25%
• Shear Modulus Degradation 25%
• Plastic Volumetric Strain 25%

Engineering

• Degree of Saturation 100%
• Relative Position 33%
• Modified Cam 33%
• Modulus of Shear 33%
• Stress Increment 33%
• Surface Plasticity 33%
• Kinematic Hardening 33%
• Hardening Modulus 33%
• Plastic Volumetric Strain 33%
• Shear Modulus 33%