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

Engineering

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

Keyphrases

• Dilatancy Angle 100%
• Finite Element Limit Analysis 33%
• Seismic Boundary 33%
• Ultimate Bearing Capacity of Foundation 100%

Material Science

• Limit Analysis 33%