A simplified three-dimensional constitutive model for seismic modeling of dense sands

Keyphrases

• Shear-induced 100%
• Dense Sand 100%
• Seismic Modeling 100%
• Three-dimensional Constitutive Model 100%
• Volumetric Response 66%
• Modulus Reduction Curve 66%
• Damping Curves 66%
• Normalised Modulus 66%
• Shear Response 33%
• Seismic Response 33%
• Stress-strain 33%
• Shear Wave Velocity 33%
• Constitutive Model 33%
• Stress Dependence 33%
• Sand 33%
• Directional Effects 33%
• Response Variable 33%
• Shear Behavior 33%
• Three-dimensional Modeling 33%
• Site Response Analysis 33%
• Ground Shaking 33%
• Serviceability 33%
• Cyclic Plasticity 33%
• Default Values 33%
• Earthquake Shaking 33%
• Dynamic Centrifuge Test 33%
• Cyclic Direct Simple Shear Test 33%
• Strain-based 33%
• Differential Settlement 33%
• Soil Application 33%
• Dynamic Finite Element Analysis 33%
• Saturated Sand 33%
• Non-masing 33%
• Distributed Element Model 33%
• LS-DYNA 33%
• Volumetric Behavior 33%
• Partially Drained Condition 33%
• Seismic Shear 33%
• Parameter Curve 33%
• Dynamic Curves 33%

Engineering

• Constitutive Model 100%
• Dense Sand 100%
• Directional 66%
• Finite Element Method 33%
• One Dimensional 33%
• Limited Number 33%
• Seismic Response 33%
• Model Parameter 33%
• Element Model 33%
• Empirical Model 33%
• Simple Shear 33%
• Shear Wave Velocity 33%
• Dimensional Modeling 33%
• Serviceability 33%
• Differential Settlement 33%
• Saturated Sand 33%
• Default Value 33%

Earth and Planetary Sciences

• Seismic Response 100%
• Wave Velocity 100%
• Shear Test 100%
• Response Analysis 100%