Table 4 Some case data of slope stability after standardization.
From: Method and application of stability prediction model for rock slope
Serial number | Unit weight g/(kN m−1) | Cohesion c/kPa | Internal friction angle j /° | Slope angle φ/° | Slope height H/m | Pore pressure ratio ru |
|---|---|---|---|---|---|---|
1 | 0.10 | 0.08 | 0.58 | 0.49 | 0.17 | -0.28 |
2 | 0.78 | 0.23 | 0.78 | 0.76 | 0.70 | 0.36 |
3 | 0.67 | 0.37 | 0.8 | 0.82 | 0.46 | 0.36 |
… | … | … | … | … | … | … |
220 | 0.52 | 0 | 0.89 | 0.56 | 0.01 | 0.72 |
221 | 0.67 | 0.31 | 0.78 | 0.84 | 0.77 | 0.36 |
