Centrifuge Modeling of Laterally Loaded Monopile During Different Liquefaction Phases

Keyphrases

• Liquefaction 100%
• Centrifuge Modelling 100%
• Laterally Loaded 100%
• Lateral Load 37%
• Excess Pore Pressure Ratio 25%
• Ground Acceleration 12%
• Viscosity 12%
• Phase Coding 12%
• Soil Liquefaction 12%
• Free Field 12%
• Shear Force 12%
• Pore Pressure 12%
• Maximum Bending Moment 12%
• Shallow Layer 12%
• Pile Head 12%
• Pile Behavior 12%
• Loading Time 12%
• Head Displacement 12%
• Methylcellulose 12%
• Seismic Input 12%
• Pore Water Pressure Distribution 12%
• Rigid pile 12%
• Slender pile 12%
• Flight Speed 12%

Engineering

• Lateral Loads 100%
• Excess Pore Water Pressure 66%
• Pore Water Pressure Ratio 66%
• Ground Acceleration 33%
• Fluid Viscosity 33%
• Free Field 33%
• Shear Force 33%
• Pore Water Pressure 33%
• Pile Head 33%
• Head Displacement 33%
• Soil Liquefaction 33%
• Pressure Distribution 33%
• Maximum Bending Moment Location 33%