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Shear behavior of AN unreinforced geosynthetic clay liner
H. T. Eid,
T. D. Stark
Civil and Environmental Engineering
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Keyphrases
Unreinforced
100%
Shear Behavior
100%
Geosynthetic Clay Liner
100%
Textured Geomembrane
69%
Geomembrane
46%
Bentonite
38%
Shear Rate
7%
Displacement Rate
7%
Normal Stress
7%
Shear Displacement
7%
Interface Shear Strength
7%
Failure Type
7%
Interface Shear Test
7%
Undrained Shear Strength
7%
Mobilised Shear Strength
7%
Peak Shear Strength
7%
Ring Shear Apparatus
7%
High Normal Stress
7%
Hydration Stress
7%
Backing Material
7%
Engineering
Shear Behavior
100%
Geomembrane
100%
Shear Strength
20%
Shear Rate
6%
Displacement Rate
6%
Interface Shear Strength
6%
Texturing
6%
Shear Ring
6%
Material Science
Geosynthetics
100%
Geomembrane
100%
Shear Strength
26%
Shear Testing
6%
Biochemistry, Genetics and Molecular Biology
Bentonite
100%
Shear Strength
80%
Shear Rate
20%