Evaluation of a simplified soil constitutive model considering the implied strength and porewater pressure generation for 1-D seismic site response

Engineering

• Constitutive Model 100%
• Centrifuge 50%
• Simple Shear 50%
• Cyclic Stress 50%
• Ground Movement 50%
• Time History 50%
• Sandy Soil 50%
• Pressure Response 50%
• Loose Sand 50%
• Dense Sand 50%
• Shear Strength 50%
• Response Spectrum 50%

Earth and Planetary Sciences

• Porewater 100%
• Softening 20%
• Liquefaction 20%
• Sandy Soil 20%
• Ground Motion 20%
• Centrifuge 20%
• Shear Test 20%
• Shear Strength 20%
• Earthquake 20%

Keyphrases

• Liquefiable Site 25%