Defining the critical state line from triaxial compression and ring shear tests

Keyphrases

• Cape 20%
• Compression-shear Test 100%
• Constant Volume 20%
• Critical State Line 100%
• Critical Void Ratio 20%
• Crushed Sand 20%
• Drainage Condition 20%
• Drained Triaxial Compression 20%
• Dry Sand 20%
• Effective Stress 40%
• Large Displacement 20%
• Large Shear Displacement 40%
• Mississippi River 20%
• Missouri 20%
• Particle Crushing 40%
• Particle Damage 20%
• Particle Rearrangement 20%
• Ring Shear Test 100%
• Sand 20%
• Sand Behavior 20%
• Sandy Soil 20%
• Shear Displacement 20%
• Silty Sand 20%
• Stress Change 20%
• Stress Conditions 20%
• Triaxial Compression Test 20%
• Triaxial Shear Test 20%
• Undrained Compression 20%
• Uniaxial Compression 100%
• Void Fraction 40%

Engineering

• Compression Test 20%
• Constant Volume 20%
• Critical State Line 100%
• Effective Stress 40%
• Mississippi River 20%
• Sandy Soil 20%
• Shear Ring 100%
• Stress Condition 20%