The critical state behaviour of granular material in triaxial and direct simple shear condition: A DEM approach

Engineering

• Simple Shear 100%
• Critical State Line 60%
• Effective Stress 40%
• Stress Condition 20%
• Volumetric Strain 20%
• Good Correlation 20%
• Ground Condition 20%
• Stress Tensor 20%
• Deviatoric Stress 20%
• Shear Direction 20%
• Mechanic Framework 20%
• Pure Shear 20%
• Minor Principal Stress 20%
• State Behavior 20%

Physics

• Critical State 100%
• Anisotropy 20%
• Phase Transformations 20%
• Liquefaction 20%
• Stress Tensor 20%

Earth and Planetary Sciences

• Shear Test 40%
• Anisotropy 20%
• Phase Transformations 20%
• Volumetric Strain 20%
• Soil Mechanics 20%
• Ground Condition 20%
• Stress Tensor 20%