Table 1 Partial case data of slope stability.
From: Method and application of stability prediction model for rock slope
Serial number | Location | Unit weight g/(kN m−1) | Cohesion c/kPa | Internal friction angle j/° | Slope angle φ/° | Slope height H/m | Pore pressure ratio ru | Safety factor σ | Slope state MR |
|---|---|---|---|---|---|---|---|---|---|
1 | Open pit ore mine slope, Goa, India | 14.0 | 11. 97 | 26 | 30 | 88 | 1.02 | 0.34 | F |
2 | Open pit ore mine slope, Alberta, Canada | 27.0 | 35.00 | 35 | 42 | 359 | 1.27 | 0.25 | S |
3 | Open pit ore mine slope, Unknown | 25.0 | 55.00 | 36 | 45 | 239 | 1.71 | 0.25 | S |
… | … | … | … | … | … | … | … | … | … |
220 | Harbour slope, Newcastle, Australia | 22.0 | 0 | 40 | 33 | 8 | 1.45 | 0.35 | S |
221 | Open pit ore mine slope Newcastle coalfield, Australia | 20.0 | 20.00 | 36 | 45 | 50 | 0.96 | 0.25 | F |
