Liquefaction and post-liquefaction of granular material under multi-directional cyclic loading

Keyphrases

• Liquefaction 100%
• Granular Materials 100%
• Soil Liquefaction 100%
• Post-liquefaction 100%
• Multidirectional Cyclic Loading 100%
• Relative Density 50%
• Shear Strength 50%
• Total Energy 50%
• Multi-direction 50%
• Loading Path 50%
• Glass Beads 50%
• Liquefaction Resistance 50%
• Energy Method 50%
• Liquefaction Behavior 50%
• Cyclic Loading Path 50%
• Natural Occurrence 50%
• Cyclic Simple Shear Test 50%
• Cyclic Shearing 50%
• Uniform-sized 50%
• Post-liquefaction Behaviour 50%
• Cyclic Behavior 50%
• Cyclic Shear Strain 50%
• Strain Control 50%
• Shear Strain Amplitude 50%
• Load Magnitude 50%
• Undrained Shearing 50%
• Reconsolidation Volumetric Strains 50%
• Complex Loading Condition 50%
• Unidirectional Loading 50%
• Loading Direction 50%

Engineering

• Directional 100%
• Cyclic Loading 100%
• Energy Engineering 40%
• Loading Path 40%
• Soil Liquefaction 40%
• Test Result 20%
• Loading Condition 20%
• Shearing 20%
• Shear Strength 20%
• Simple Shear 20%
• Glass Bead 20%
• Shear Strain 20%
• Loading Direction 20%
• Volumetric Strain 20%
• Strain Amplitude 20%