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Residual shear strength mobilized in first-time slope failures
G. Mesri
, M. Shahien
Civil and Environmental Engineering
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Keyphrases
Slope Failure
100%
Stiff Clay
100%
Residual Shear Strength
100%
Slip Surface
80%
Clay Shale
80%
Residual Conditions
80%
Lamination
60%
Bedding Plane
60%
Long-term Stability
20%
Progressive Deformation
20%
Surface Cutting
20%
Clay
20%
Pore Water Pressure
20%
Landslide
20%
Shale
20%
Soft Clay
20%
Horizontal Surface
20%
Excavation Slope
20%
Reactivated Landslide
20%
Fully Softened Shear Strength
20%
Final Slopes
20%
Mobilised Shear Strength
20%
Engineering
Slope Failure
100%
Stiff Clay
100%
Shear Strength
100%
Slip Surface
80%
Bedding Plane
60%
Term Stability
20%
Failure Time
20%
Reanalysis
20%
Horizontal Surface
20%