Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation

Engineering

• Computer Simulation 100%
• Dynamic Loads 50%
• Earthquake Loading 100%
• Excess Pore Water Pressure 50%
• Experimental Result 50%
• Finite Element Method 50%
• Kinematic Hardening 50%
• Model Test 50%
• Numerical Prediction 50%
• Plastic Strain 50%
• Soil Liquefaction 50%
• Stress Rate 50%

Keyphrases

• Bounding Surface 12%
• Centrifuge Modelling 12%
• Decoupled Finite Element Method 12%
• Dynamic Loading 12%
• Earthquake Loading 25%
• Earthquake-induced Liquefaction 100%
• Elastoplastic Soil 12%
• Excess Pore Water Pressure 12%
• Hardening Soil Model 12%
• Kinematic Hardening 12%
• Liquefaction 12%
• Numerical Prediction 12%
• Numerical Simulation 100%
• Plastic Strain 12%
• Pressure-strain 12%
• Principal Stress 12%
• Principal Stress Rotation 100%
• Saturated Soil 12%
• Soil Liquefaction 12%
• Soil Model 37%
• Stress Magnitude 12%
• Stress Rate 12%
• Undrained Condition 12%

Earth and Planetary Sciences

• Liquefaction 100%
• Model Test 33%
• Porewater 33%
• Water Pressure 33%