Fully coupled dynamic analysis of an earth dam

Keyphrases

• Excess Pore Water Pressure 100%
• Fully Coupled Dynamic Analysis 100%
• Earth Dam 100%
• Seismic Load 100%
• Foundation Soil 100%
• Construction Stage 50%
• Plastic Strain 50%
• Cumulative Plastic Strain 50%
• Loading Conditions 50%
• Laboratory Results 50%
• Damping Parameter 50%
• Embankment Material 50%
• Deformation Pattern 50%
• Dynamic Performance 50%
• Multi-surface 50%
• Earthquake Shaking 50%
• Effective Stress Principle 50%
• Variable Stress 50%
• Stress Softening 50%
• Reservoir Impoundment 50%
• Geological History 50%
• Foundation Deposit 50%
• Viscous Damping 50%
• Structured Soil 50%
• Homogeneous Earth Dam 50%
• Decoupled Finite Element Method 50%
• Elastoplastic Model 50%
• Soil Dam 50%
• Overall Behaviors 50%
• Seismic Behavior 50%
• Earthquake Records 50%
• Dam Construction 50%
• Permanent Displacement 50%
• Constitutive Model Parameters 50%
• Hardening Parameter 50%
• Hysteretic Damping 50%
• Downstream Slope 50%

Engineering

• Constitutive Model 100%
• Excess Pore Water Pressure 100%
• Finite Element Analysis 50%
• Construction Stage 50%
• Plastic Strain 50%
• Test Result 50%
• Model Parameter 50%
• State Variable 50%
• Dynamic Performance 50%
• Initial State 50%
• Effective Stress 50%
• Damping Parameter 50%
• Return Period 50%
• Severe Seismic Loading Condition 50%
• Hardening Parameter 50%
• Seismic Loading 50%
• Seismic Behavior 50%
• Downstream Slope 50%

Earth and Planetary Sciences

• Porewater 100%
• Water Pressure 100%
• Dynamic Analysis 100%
• Earth Dam 100%
• Return Period 50%
• Dam Construction 50%
• Viscous Damping 50%