Back-calculation of the Saint-Alban A test embankment with a new modelling approach in LEM

Keyphrases

• Effective Stress 100%
• Excess Pore Water Pressure 100%
• New Modeling 100%
• Undrained Shear Strength 100%
• Limit Equilibrium Method 100%
• Back-calculation 100%
• Test Embankment 100%
• Saints 100%
• Modeling Approaches 100%
• Volumetric Hardening 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%
• Anisotropy 33%
• Embankment 33%