Comparison of liquefaction triggering methods for sloping ground using two flow failures from the 2010 haiti earthquake

Keyphrases

• Cyclic Stress Ratio 100%
• Triggering Mechanism 100%
• Liquefied Shear Strength 100%
• 2010 Haiti Earthquake 100%
• Flow Failure 100%
• Liquefaction Triggering 100%
• Sloping Ground 100%
• Strength Ratio 50%
• Safety Factor 50%
• Practicing Engineers 50%
• Stability Analysis 50%
• Liquefaction 50%
• Ratio Approach 50%
• Yield Strength Ratio 50%
• Observed Performance 50%
• Ratio Method 50%
• Slope Failure 50%
• Shear Strength Parameters 50%
• Residual Strength 50%
• Stress Approach 50%
• Contrast Method 50%
• Overburden Stress 50%
• Residual Shear Strength 50%
• Static Shear Stress 50%
• Stress Method 50%
• High Overburden 50%

Engineering

• Shear Strength 100%
• Cyclic Stress 66%
• Safety Factor 33%
• Stability Analysis 33%
• Slope Failure 33%
• Overburden Stress 33%
• Yield Point 33%

Material Science

• Shear Strength 100%
• Yield Stress 33%
• Residual Strength 33%