Peak versus residual interface strengths for landfill liner and cover design

Keyphrases

• Safety Factor 100%
• Liner Design 100%
• Covering Design 100%
• Landfill Liner 100%
• Landfill Cover 100%
• Interface Strength 100%
• Weak Interface 75%
• Peak Shear Strength 75%
• Failure Envelope 75%
• Liner System 50%
• Landfill Liner System 50%
• Composite Failure 50%
• Geosynthetics 50%
• Induced Displacement 50%
• Residual Shear Strength 50%
• Landfill Cover System 50%
• Friction Angle 25%
• Shear Strength 25%
• Residual Strength 25%
• Design Recommendations 25%
• Shear Displacement 25%
• Interface Displacement 25%
• Large Displacement 25%
• Cover System 25%
• Slope Angle 25%

Engineering

• Interface Strength 100%
• Shear Strength 100%
• Factor of Safety 66%
• Failure Envelope 50%
• Friction Angle 16%
• Slope Angle 16%

Earth and Planetary Sciences

• Landfill Liner 100%
• Shear Strength 100%
• Lining 50%
• Geosynthetics 33%
• Slope Angle 16%
• Residual Strength 16%