Lateral behavior of pile foundations during partial liquefaction

INIS

• soils 100%
• piles 100%
• liquefaction 83%
• bending 66%
• foundations 66%
• springs 33%
• comparative evaluations 16%
• nonlinear problems 16%
• design 16%
• plastics 16%
• interactions 16%
• beams 16%
• water 16%

Earth and Planetary Sciences

• Liquefaction 83%
• Bending Moment 50%
• Pile Foundation 50%
• Investigation 50%
• Behavior 33%
• Sandy Soil 16%
• Winkler Foundation 16%
• Numerical Model 16%
• Estimate 16%
• Response 16%
• Model 16%
• Need 16%
• Condition 16%
• Soil 16%
• Bending 16%

Engineering

• Liquefiable Soil 50%
• Bending Moment 50%
• Pile Foundations 50%
• Multistage 16%
• Test Result 16%
• Sandy Soil 16%
• Numerical Model 16%
• Pore Water Pressure Ratio 16%
• Cyclic Triaxial Test 16%
• Induced Stress 16%
• Excess Pore Water Pressure 16%
• Plastic Hinge 16%
• Design Concept 16%
• Soil Pile 16%
• Beam 16%
• Models 16%
• Stages 16%
• Existing Model 16%