| Embankment Material Properties (Linear Elastic) | |
|---|---|
| Elastic Modulus (Pa) | 5.2E5 |
| Density (Kg/m3) | 1988 |
| Solid Specific Weight (KN/m3) | 26.77 |
| Void Ratio | 1.5 |
| Poisson's Ratio | 0.29 |
| Permeability (m/s) | 0.01 |
| Fluid Specific Weight (KN/m3) | 9.81 |
| Clay Layer Material Properties (Cam-clay) | |
|---|---|
| Density (Kgm-3) | 1988 |
| CSL Slope in Hydrostatic Stress Plane | 1.45 |
| Shape of Yield Surface in Wetting Part | 1.0 |
| Initial Size of Yield Surface (KPa) | 101 |
| Permeability (m/s) | 3.0E-8 |
| Fluid Specific Weight (KN/m3) | 9.81 |
| Poisson's Ratio | 0.3 |
| Plastic Slope (m2/KN) | 0.175 |
| Shape of Yield Surface in Dry Part | 1.0 |
| Shape of Yield Surface in Octahedral Stress Plane | 1.0 |
| Solid Specific Weight (KN/m3) | 26.77 |
| Void Ratio | 0.75 |
For Case 2, the specific weight and Young’s modulus are increased gradually over a load step, achieved by making the quantities functions of location and time (TBFIELD).