Aftershocks and the whole-life seismic performance of granular slopes

Keyphrases

• Finite Element Model 100%
• Finite Element 100%
• Whole Life 100%
• Seismic Performance 100%
• Sliding-block Model 100%
• Aftershock 100%
• Granular Slope 100%
• Sliding Block 100%
• Site Investigation 66%
• Permanent Deformation 66%
• Dynamic Motion 66%
• Non-physical 33%
• Liquefiable 33%
• Centrifuge Test 33%
• Dynamic Centrifuge Test 33%
• Support Structure 33%
• Earthquake 33%
• Granular Soil 33%
• Strain-dependent 33%
• Support Elements 33%
• Relative Density 33%
• Aseismic Design 33%
• Detailed Design 33%
• Constitutive Parameters 33%
• Oedometer Test 33%
• Finite Element Procedure 33%
• Strong Ground Motion 33%
• Settlement Profile 33%
• Yield Acceleration 33%
• Strong Aftershock 33%
• Nonlinear Constitutive Model 33%
• Physical Approach 33%
• Hardening-softening 33%
• Block Method 33%
• Material Softening 33%
• Embankment Slope 33%
• Block Model 33%
• Transport Infrastructure 33%
• Seismic Areas 33%
• Block Element 33%
• Correlation-based 33%
• Newmark Approach 33%

Engineering

• Seismic Performance 100%
• Sliding Block 100%
• Finite Element Method 66%
• Finite Element Modeling 50%
• Infrastructure 33%
• Centrifuge 33%
• Preliminary Design 33%
• Permanent Deformation 33%
• Site Investigation 33%
• Dynamic Motion 33%
• Shallower 16%
• Test Data 16%
• Supported Structure 16%
• Granular Soil 16%
• Model Parameter 16%
• Constitutive Model 16%
• Ground Movement 16%
• Oedometer Test 16%
• Dependent Strain 16%
• Embankment Slope 16%