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Landfill liner interface strengths from torsional-ring-shear tests
Timothy D. Stark
, Alan R. Poeppel
Civil and Environmental Engineering
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Keyphrases
Interface Strength
100%
Ring Shear Test
100%
Landfill Liner Interface
100%
Stability Analysis
33%
Clay
33%
Geosynthetics
33%
Ring Shear Apparatus
33%
Nonlinearity
16%
Normal Stress
16%
Interface Problem
16%
Cohesion
16%
Interface Stability
16%
Field Strength
16%
Shear Strength
16%
Slope Failure
16%
Design Recommendations
16%
Friction Angle
16%
Failure Envelope
16%
Geomembrane
16%
Ring Shear
16%
Geosynthetic Interface
16%
Composite Liner System
16%
Double Composite
16%
Strength Analysis
16%
Compaction Water Content
16%
Waste Repository
16%
Earth and Planetary Sciences
Shear Test
100%
Geosynthetics
100%
Landfill Liner
100%
Stability Analysis
66%
Nonlinearity
33%
Field Strength
33%
Slope Failure
33%
Geomembrane
33%
Shear Strength
33%
Engineering
Interface Strength
100%
Shear Ring
100%
Stability Analysis
33%
Test Procedure
16%
Field Strength
16%
Slope Failure
16%
Friction Angle
16%
Failure Envelope
16%
Geomembrane
16%
Relevancy
16%
Strength Analysis
16%
Nonlinearity
16%
Shear Strength
16%