Research Article
Stability Analysis Method for Rock Slope with an Irregular Shear Plane Based on Interface Model
Table 1
Properties of soils used in the verification model.
| | Soil type | Unit weight (kN/m3) | Young’s modulus (GPa) | Poisson’s ratio | Cohesion (kPa) | Friction angle (°) |
| | Unstable slope | 20.5 | 1.0 | 0.35 | 40 | 30 | | Shear plane | 20.0 | 0.2 | 0.35 | 15 | 24 | | Bedrock mass | 24.0 | 10 | 0.3 | 70 | 35 |
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