Research Article
The Impact of Reservoir Fluctuations on Reactivated Large Landslides: A Case Study
Table 1
Direct shear tests parameters of soil with particle size less than 2 mm.
| Group | Cohesion (kPa) | Angle of friction (°) | Average moisture content (%) |
| 1 | 120 | 27.16 | 8.2 | 2 | 114.74 | 26.46 | 12 | 3 | 107.09 | 26.06 | 14.3 | 4 | 57.25 | 21.8 | 15.8 | 5 | 32.18 | 14.82 | 18.1 | 6 | 24.86 | 11.87 | 20 | 7 | 12.3 | 10.01 | 25 |
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