Keyphrases
Modeling Approach
100%
Effective Stress
100%
Excess Pore Water Pressure
100%
New Modeling
100%
Undrained Shear Strength
100%
Limit Equilibrium Method
100%
Back-calculation
100%
Volumetric Hardening
100%
Test Embankment
100%
Saints
100%
Anisotropy
50%
Embankment on Soft Clay
50%
Effective Stress Analysis
50%
Continued Use
50%
Rate Effect
50%
Soil Model
50%
Strength Parameters
50%
Stress Calculation
50%
Consolidation State
50%
Effective Strength
50%
Stability Design
50%
Shear Strength
50%
Total Stress Analysis
50%
Mean Effective Stress
50%
New Calculation Method
50%
Engineering
Effective Stress
100%
Equilibrium Method
100%
Test Embankment
100%
Anisotropic
66%
Excess Pore Pressure
66%
Undrained Shear Strength
66%
Effective Mean
33%
Hybrid Method
33%
Closed Form Solution
33%
Strength Parameter
33%
Shear Strength
33%
Earth and Planetary Sciences
Stress Analysis
100%
Equilibrium Method
100%
Shear Strength
100%
Pore Pressure
66%
State Consolidation
33%
Soil Stress
33%
Calculation Method
33%
Soft Clay
33%