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 | 0.35 |
| Density (Kgm-3) | 1000 |
| Friction angle (°) | 40 |
| Cohesion (kPa) | 0.5 |
| Angle of dilatancy (°) | 10° |
| Residual friction angle (°) | 40 |
| Residual cohesion (kPa) | 0.5 |
The structural steel material is modeled using an elastic-plastic bilinear kinematic hardening model.
| Material Properties for Structural Steel | |
|---|---|
| Young's Modulus (GPa) | 210 |
| Poisson's Ratio | 0.3 |
| Density (Kgm-3) | 6850 |
| Bilinear Kinematic Hardening | |
| Yield Strength (MPa) | 300 |
| Tangent Modulus (MPa) | 500 |