Research Article
An Improved KNN-Based Slope Stability Prediction Model
Table 5
Value ranges of the influencing factors.
| | No. | Influencing factors | Value ranges |
| | 1 | Slope angle (°) | 45∼50 | | 2 | Slope height (m) | 20∼32 | | 3 | Cohesion (MPa) | 0.01∼0.2 | | 4 | Internal friction angle (°) | 15∼32 | | 5 | Unit weight (kN/m3) | 15∼28.5 | | 6 | Groundwater level (m) | 0∼30 | | 7 | Earthquake intensity | 4∼7 | | 8 | Rainfall intensity (mm) | 28∼60 |
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