New Method to Evaluate the Seismic Ultimate Bearing Capacity of Foundations Adjacent to Slopes Considering the Dilatancy Angle

Keyphrases

• Failure Mechanism 100%
• Ultimate Bearing Capacity of Foundation 100%
• Dilatancy Angle 100%
• Ultimate Bearing Capacity 66%
• Safety Factor 33%
• Limit State 33%
• Slip-line Field 33%
• Convergence Problem 33%
• Failure Model 33%
• Slope Surface 33%
• Coseismic Slip 33%
• Critical Slope 33%
• Finite Element Limit Analysis 33%
• Seismic Boundary 33%

Engineering

• Failure Mechanism 100%
• Bearing Capacity 100%
• Dilatancy 100%
• Finite Element Method 33%
• Boundary Condition 33%
• Assuming 33%
• Limit Analysis 33%
• Failure Model 33%
• Safety Factor 33%
• Convergence Problem 33%
• Slip Line Field 33%
• Seismic Slip 33%
• Limit State 33%

Material Science

• Bearing Capacity 100%
• Finite Element Method 33%
• Limit Analysis 33%