Centrifuge modeling on seismic response of mono-pile foundation in liquefiable sand

Keyphrases

• Seismic Response 100%
• Centrifuge Modelling 100%
• Subgrade Reaction 100%
• Monopile Foundation 100%
• Liquefiable Sand 100%
• Taiwan 66%
• Sandy Soil 66%
• Maximum Bending Moment 66%
• Earthquake 33%
• Pressure Rise 33%
• Shallow Depth 33%
• Excess Pore Water Pressure 33%
• Number of Cycles 33%
• Centrifuge Shaking Table Test 33%
• High Elevation 33%
• Dry Sand 33%
• Bending Moment 33%
• Liquefiable 33%
• Seismic Zone 33%
• Liquefiable Soil 33%
• P-y Curve 33%
• Design Codes 33%
• Pile Displacement 33%
• Wind Turbine Foundation 33%
• Earthquake-resistant Design 33%
• Attached Mass 33%

Engineering

• Seismic Response 100%
• Pile Foundations 100%
• Subgrade Reaction 100%
• Sandy Soil 66%
• Maximum Bending Moment 66%
• Test Result 33%
• Resistant Design 33%
• Pressure Increase 33%
• Excess Pore Water Pressure 33%
• Design Code 33%
• Liquefiable Soil 33%
• Induced Bending Moment 33%
• Compressed Air Motors 33%
• Seismic Zone 33%