Evaluation of undrained failure envelopes of caisson foundations under combined loading

Keyphrases

• Bearing Capacity 20%
• Bearing Capacity Factor 20%
• Caisson Foundation 100%
• Combined Loading 100%
• Design Codes 20%
• Embedding Rate 40%
• Failure Envelope 100%
• Finite Element Study 20%
• Horizontal Bearing Capacity 20%
• Horizontal Load 20%
• Kinematic Mechanism 20%
• Loading Space 20%
• Moment Load 20%
• Proposed Equation 20%
• Shallow Foundation 20%
• Three Dimensional Finite Element 20%
• Undrained Bearing Capacity 20%
• Undrained Response 40%
• Undrained Soil 20%
• Uniaxial 60%
• Uniaxial Loading 40%
• Vertical Loading 20%

Engineering

• Bearing Capacity 100%
• Capacity Factor 33%
• Design Code 33%
• Embedment 66%
• Failure Envelope 100%
• Finite Element Analysis 33%
• Shallow Foundation 33%