Seismic responses of mono-pile foundation in liquefiable sandy soil

Keyphrases

• Seismic Response 100%
• Sand Deposit 100%
• Sandy Soil 100%
• Dry Sand 100%
• Liquefiable 100%
• Maximum Bending Moment 100%
• Monopile Foundation 100%
• Liquefiable Sand 100%
• Tip Mass 100%
• Natural Frequency 50%
• Earthquake-induced 50%
• Liquefaction 50%
• Sand 50%
• Centrifuge Shaking Table Test 50%
• Fourier Spectrum 50%
• High Elevation 50%
• Bending Moment 50%
• Pile Displacement 50%
• Confinement Loss 50%

Engineering

• Seismic Response 100%
• Pile Foundations 100%
• Sandy Soil 100%
• Maximum Bending Moment 100%
• Induced Bending Moment 50%
• Fixed Mass 50%
• Resonant Frequency 50%

Earth and Planetary Sciences

• Seismic Response 100%
• Sandy Soil 100%
• Bending Moment 100%
• Pile Foundations 100%
• Liquefaction 33%
• Shaking Table Test 33%