Experimental study of boundary effects in dynamic centrifuge modelling

Keyphrases

• Endwall 100%
• Dynamic Centrifuge Test 100%
• Boundary Effect 100%
• Earthquake Loading 50%
• Container Model 50%
• Shear Beam Model 50%
• Saturated Models 50%
• Stiffness 25%
• Model Complexity 25%
• Dynamic Response 25%
• Relative Density 25%
• Soil-structure Interaction 25%
• Real Structure 25%
• Realistic Scenario 25%
• Soil Samples 25%
• Behavior Change 25%
• Soil Behavior 25%
• Centrifuge Modelling 25%
• Soil Column 25%
• Interaction Problem 25%
• Structure Behavior 25%
• Soil Layer 25%
• Excess Pore Water Pressure 25%
• Saturated Sand 25%
• Liquefiable Soil 25%
• Sand Layer 25%
• Finite Boundary 25%
• Drying Model 25%
• Dry Sand 25%
• Pore Pressure Buildup 25%
• Dense Model 25%
• Sand Model 25%
• Geotechnical Centrifuge 25%

Engineering

• Centrifuge 100%
• Boundary Effect 100%
• Earthquake Loading 66%
• Beam Model 66%
• Powerful Tool 33%
• Dynamic Response 33%
• Soil Structure Interactions 33%
• Soil Sample 33%
• Complex Model 33%
• Field Condition 33%
• Excess Pore Pressure 33%
• Centrifuge Testing 33%
• Soil Layer 33%
• Real Situation 33%

Earth and Planetary Sciences

• Centrifugal Model Test 100%
• Experimental Study 100%
• Pore Pressure 50%
• Soil-Structure Interaction 50%
• Soil Layer 50%
• Soil Column 50%
• Centrifuge 50%
• Centrifuge Testing 50%
• Dynamic Response 50%