New Failure Mechanism for Evaluating the Static and Seismic Ultimate Bearing Capacity of Strip Footings Adjacent to Slope

Keyphrases

• Failure Mechanism 100%
• Ultimate Bearing Capacity 100%
• Strip Footing Adjacent to Slope 100%
• Critical Slope 100%
• Slip-line Field 66%
• Geometric Features 33%
• Bearing Capacity 33%
• Cohesion 33%
• Characteristics Method 33%
• Soil Parameters 33%
• Seismic Load 33%
• Strength Parameters 33%
• Limit State 33%
• Failure Model 33%
• Slope Surface 33%
• Convex Shape 33%
• Coseismic Slip 33%
• Strip Footing 33%
• Surcharge 33%
• Seismic Coefficient 33%
• Boundary Load 33%
• Slope Angle 33%
• Seismic Bearing Capacity 33%

Engineering

• Failure Mechanism 100%
• Bearing Capacity 100%
• Slip Line Field 40%
• Geometric Feature 20%
• Soil Parameter 20%
• Method of Characteristics 20%
• Limit State 20%
• Failure Model 20%
• Seismic Loads 20%
• Slope Angle 20%
• Seismic Slip 20%
• Surcharge 20%
• Strength Parameter 20%

Earth and Planetary Sciences

• Failure Mechanism 100%
• Bearing Capacity 100%
• Method of Characteristics 20%