Experimental study of the effects of initial shear stress on post-liquefaction behavior of submarine liquefiable ground: An energy-based evaluation

Keyphrases

• Energy-based 100%
• Submarine 100%
• Initial Shear Stress 100%
• Post-liquefaction Behaviour 100%
• Liquefiable Ground 100%
• Liquefaction 66%
• Shear Stress Level 50%
• Post-liquefaction 50%
• Cumulative Energy 50%
• Soil Behavior 33%
• Cyclic Test 33%
• Monotonic Test 33%
• Relative Density 16%
• Stress-induced 16%
• Pore Water Pressure 16%
• Simple Shear Test 16%
• Granular Soil 16%
• Strain Hardening 16%
• Soil Liquefaction 16%
• Softening Response 16%
• Self-weight 16%
• Strain Softening 16%
• Initial Liquefaction 16%
• Initial Static Shear Stress 16%
• Water Energy 16%
• Cumulative Dissipated Energy 16%
• Energy-based Approach 16%
• Instability Onset 16%
• Typical Soils 16%
• Flow Failure 16%
• Inclined Terrain 16%
• Adjacent Structures 16%
• Slope Soil 16%
• Liquefaction Potential 16%
• Flow Type 16%
• Offshore Earthquake 16%

Engineering

• Energy Engineering 100%
• Stress Level 50%
• Test Result 16%
• Pore Water Pressure 16%
• Induced Stress 16%
• Simple Shear 16%
• Granular Soil 16%
• Strain Hardening 16%
• Soil Slope 16%
• Adjacent Structure 16%