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%