Failure mechanisms of steep-faced geosynthetic-reinforced retaining walls subjected to toe scouring

Engineering

• Bearing Capacity 50%
• Experimental Value 50%
• Failure Mechanism 100%
• Failure Mode 50%
• Fits and Tolerances 100%
• Induced Failure 50%
• Lateral Pressure 50%
• Length (L) 50%
• Levee 50%
• Model Test 50%
• Potential Failure 50%
• Pressure Coefficient 50%
• Retaining Wall 100%
• Two Dimensional 50%

Keyphrases

• Dominant Failure Mode 20%
• Local Bearing Capacity 20%
• Reinforced Retaining Wall 100%
• Waterfront Structures 20%