Table 1 Material properties of the numerical model .
From: Slope stability analysis considering the strength anisotropy of c-φ soil
Unit weight γ (kN/m3) | Friction angle φmax (°) | Cohesion c (kPa) | Young’s modulus E (kN/m2) | Poisson’s ratio υ |
|---|---|---|---|---|
20 | 20 | 12.38 | 10,000 | 0.3 |
