Research Article
Field Monitoring-Based and Theoretical Analysis of Baota Mountain Landslide Stability
Table 1
Parameters for landslide No. 1 and landslide No. 2.
| | Soil type | Density (kN/m3) | Cohesive force (kPa) | Internal friction angle (°) | | No. 1 | No. 2 | No. 1 | No. 2 | No. 1 | No. 2 |
| | Q2 | 17.1 | 17.6 | 50 | 76.2 | 32 | 18 | | Q3 | 15.3 | 15.6 | 40 | 30.1 | 28.1 | 23.2 | | Q4 | 13.6 | — | 26 | — | 24.0 | — | | Ancient soil | 20.36 | 20.36 | 66 | 48.7 | 36.1 | 22.8 | | Medium-coarse sandstone | 22.1 | — | 1000 | — | 45 | — |
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