Research Article
Fuzzy Comprehensive Evaluation Method for Evaluating Stability of Loess Slopes
Table 6
Evaluation index stability grading standard.
| Index | Evaluation level | Stable | Relatively stable | Generally stable | Relatively unstable | Unstable |
| Slope height (m) | 0–6 | 6–20 | 20–30 | 30–90 | 90–200 | Slope angle (°) | 0–15 | 15–30 | 30–45 | 45–60 | 60–90 | Unit weight (kN/m3) | 18–30 | 17–18 | 16–17 | 15–16 | 0–15 | Cohesion (kPa) | 55–100 | 40–55 | 25–40 | 20–25 | 0–20 | Internal friction angle (°) | 35–45 | 30–35 | 20–30 | 15–20 | 0–15 |
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