Soil-structure interaction analysis of lateral resistance of piles in liquefied and laterally spreading ground

Keyphrases

• Flow Pressure 100%
• Soil-structure Interaction Analysis 100%
• Lateral Resistance of pile 100%
• Laterally Spreading Lesion 100%
• Lateral Spreading 66%
• Flow Displacement 66%
• Displacement Pressure 66%
• Soil Spring 33%
• Plastic Hinge 33%
• Lateral Displacement 33%
• Damage State 33%
• Liquefaction 33%
• Free Field 33%
• Pressure-based Method 33%
• Soil Reaction 33%
• Ground Displacement 33%
• P-y Curve 33%
• Induced Flow 33%
• Displacement Profiles 33%
• Kobe Earthquake 33%
• Failure Cases 33%
• Pile-soil Interaction 33%
• Soil-pile System 33%
• Winkler Model 33%
• Flexural Failure 33%
• Pile Failure 33%
• Pile Damage 33%
• Liquefaction-induced Lateral Spreading 33%

Engineering

• Soil Structure Interactions 100%
• Flow Pressure 100%
• Lateral Resistance 100%
• Plastic Hinge 33%
• Free Field 33%
• Field Observation 33%
• Damage State 33%
• Lateral Displacement 33%
• Field Ground 33%
• Soil System 33%
• Soil Pile 33%
• Pile Failure 33%