Seismic deformation analysis of earth dams subject to liquefaction using UBCSAND2 model

Engineering

• Constitutive Model 50%
• Design Stage 50%
• Effective Stress 50%
• Induced Damage 50%
• Input Parameter 50%
• Numerical Modeling 50%
• Seismicity 50%
• Shear Band 50%
• Simple Shear 100%
• Single Element 50%
• Stress Model 50%
• Stress Ratio 50%

Earth and Planetary Sciences

• Deformation Analysis 100%
• Stress Ratio 16%