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Constant volume ring shear apparatus
Timothy D. Stark
, Iván A. Contreras
Civil and Environmental Engineering
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Keyphrases
Clay
14%
Cohesive Soil
28%
Constant Volume
100%
Direct Simple Shear
14%
Direct Simple Shear Test
14%
New Specimens
14%
Normal Stress
28%
Normally Consolidated
14%
Peak Shear Strength
28%
Peak Strength
14%
Residual Shear Strength
14%
Residual Strength
28%
Ring Shear
14%
Ring Shear Apparatus
100%
Ring Shear Test
14%
Seismic Stability
14%
Shear Conditions
14%
Shear Device
14%
Shear Displacement
14%
Soil Specimen
14%
Stability Evaluation
14%
Undisturbed Specimen
14%
Undrained Shear
14%
Earth and Planetary Sciences
Cohesive Soil
100%
Residual Strength
100%
Shear Strength
100%
Shear Test
100%