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Cohesion intercept in effective stress-stability analysis
G. Mesri
, M. E.M. Abdel-Ghaffar
Civil and Environmental Engineering
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Keyphrases
Effective Stress
100%
Stability Analysis
100%
Peak Strength
100%
Cohesion Intercept
100%
Stress Stability
100%
Slip Surface
60%
Safety Factor
40%
Slope Failure
40%
Soft Clay
40%
Stiff Clay
40%
Mobilized Strength
40%
Coulomb
20%
Global Instability
20%
Large Strain
20%
Shear Strength
20%
Linear Approximation
20%
Clay
20%
Reduction Factor
20%
Residual Strength
20%
Local Development
20%
Effective Normal Stress
20%
Slope Stability Analysis
20%
Peak Shear Strength
20%
Global Failure
20%
Nonlinear Shear Strength
20%
Critical Slip Surface
20%
Shear Strength Equation
20%
Engineering
Effective Stress
100%
Stability Analysis
100%
Peak Strength
100%
Shear Strength
80%
Slip Surface
80%
Slope Failure
40%
Factor of Safety
40%
Stiff Clay
40%
Reduction Factor
20%
Local Control
20%