Research Article
Stability Analysis of Dump Slope: Taking Zijinshan Open-Pit Mine as an Example
Table 3
Physical and mechanical parameters of the bulk under the strength reduction method.
| Strength reduction factor | Bulk mechanics parameters | New dispersion layer | Solidified bulk layer | Cohesion c (KPa) | Internal friction angle φ (°) | Cohesion c (KPa) | Internal friction angle φ (°) |
| F = 1 | 21 | 27 | 25 | 28 | F = 1.2 | 17.5 | 23 | 20.8 | 24 | F = 1.4 | 15 | 20 | 17.8 | 20.8 | F = 1.6 | 13.1 | 17.7 | 15.6 | 18.4 | F = 1.8 | 11.7 | 15.8 | 13.9 | 16.5 | F = 1.9 | 11 | 15 | 13.2 | 15.6 |
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