Undrained capacity of circular shallow foundations on two-layer clays under combined VHMT loading

Keyphrases

• Accurate Assessment 33%
• Analytical Expression 33%
• Bearing Capacity 66%
• Canada 33%
• Capacity Design 33%
• Circular Foundation 33%
• Clay 100%
• Clay Deposit 33%
• Correction Factor 33%
• Crustal Layer 33%
• Failure Envelope 100%
• Fatigue Limit State 33%
• Finite Element Analysis 33%
• Horizontal Load 100%
• Moment Capacity 33%
• Moment Load 100%
• Over-consolidated Clay 33%
• Serviceability Limit State 33%
• Shallow Foundation 100%
• Surficial 66%
• Torsional Failure 66%
• Torsional Loading 100%
• Two-layer 100%
• Undrained Capacity 100%
• Undrained Shear Strength 33%
• Uniform Soil 66%
• Vertical Capacity 33%
• Vertical Loading 100%
• Wind Turbine 33%

Engineering

• Bearing Capacity 66%
• Clay Deposits 33%
• Clay Layer 100%
• Compressed Air Motors 33%
• Design Method 33%
• Failure Envelope 100%
• Finite Element Analysis 33%
• Limit State 33%
• Moment Capacity 33%
• Serviceability 33%
• Shallow Foundation 100%
• Thin Layer 33%
• Undrained Shear Strength 33%