Research Article
Fuzzy Comprehensive Evaluation Method for Evaluating Stability of Loess Slopes
Table 5
Parameter value of finite element calculation.
| | Rock–soil layer | Unit weight γ (kN/m3) | Elastic modulus E (MPa) | Poisson’s ratio μ | Cohesion c (kPa) | Internal friction angle φ (°) |
| | Upper rock and soil mass | 18 | 30 | 0.3 | 40 | 22 | | Lower rock and soil mass | 25 | 2000 | 0.2 | 150 | 40 |
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