Numerical simulations of simple shear with non-coaxial soil models

Engineering

• Computer Simulation 100%
• Early Stage 50%
• Flow Rule 50%
• Hardening Response 50%
• Hardening Rule 50%
• Initial Condition 50%
• Lateral Pressure 50%
• Materials Mechanics 50%
• Peak Strength 50%
• Plastic Flow 100%
• Pressure Coefficient 50%
• Shear Behavior 50%
• Shearing 50%
• Simple Shear 100%
• Stress-Strain Relations 50%

Keyphrases

• Flow Rule 11%
• Granular Materials 11%
• Hardening Response 11%
• Hardening Rule 11%
• Hardening-softening 11%
• Non-coaxial 100%
• Numerical Simulation 100%
• Peak Strength 11%
• Plastic Flow 22%
• Principal Stress Rotation 11%
• Shear Behavior 11%
• Similarity Experiment 11%
• Simple Shear 100%
• Simulation Approach 11%
• Softening Response 11%
• Soil Model 100%
• Static Lateral Pressure Coefficient 11%
• Strength of Materials 11%
• Stress-strain 11%

Material Science

• Granular Material 50%
• Materials Mechanics 50%
• Plastic Flow 100%
• Stress-Strain Relations 50%