Research Article
The Impact of Reservoir Fluctuations on Reactivated Large Landslides: A Case Study
Table 4
Calculation parameters of Dasha landslide taken from field and lab experiments.
| | Material | Unit weight (KN/m3) | Elastic modulus (MPa) | Poisson’s ratio | Natural | Saturated | | Natural | Saturated | Cohesion (kPa) | Angle of friction (°) | Cohesion (kPa) | Angle of friction (°) |
| | Landslide deposits | 19 | 22 | 500 | 0.32 | 17 | 20 | 14 | 17 | | Slip zone | 18 | 21 | 15 | 0.40 | 13 | 18 | 8 | 14 | | Bedrock | 25 | 26 | 1000 | 0.28 | 1000 | 35 | 800 | 30 |
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