Experimental analyses of the behaviour of saturated granular materials during axisymmetric proportional strain paths

Keyphrases

• Drainage Condition 100%
• Proportional Strain Path 100%
• Instability Onset 33%
• Undrained Condition 33%
• Strength Mobilization 33%
• Partially Drained Condition 33%
• Control Parameters 33%
• Second-order Work Criterion 33%
• Constant Shear Drained Test 33%
• Partial Drainage 33%
• Pore Pressure Variations 33%
• Undrained Triaxial Compression Test 33%
• Saturated Sand 33%

Engineering

• Strain Path 100%
• Control Parameter 50%
• Stability Analysis 50%
• Compression Test 50%
• Saturated Sand 50%
• Good Tool 50%

Earth and Planetary Sciences

• Granular Material 100%
• Pore Pressure 50%
• Drained Test 50%
• Stability Analysis 50%
• Strength of Materials 50%