The soil material is modeled using an ideally plastic Mohr-Coulomb material with weak dilatancy effects.
| Soil Material Properties | |
|---|---|
| Young's Modulus (MPa) | 30 |
| Poisson's Ratio | 0.33 |
| Density (Kgm-3) | 1500 |
| Friction angle (°) | 30 |
| Cohesion (kPa) | 0.05 |
| Angle of dilatancy (°) | 5 |
| Residual friction angle (°) | 30 |
| Residual cohesion (kPa) | 0.05 |