Research Article
The Impact of Reservoir Fluctuations on Reactivated Large Landslides: A Case Study
Table 2
Results of triaxial consolidation undrained shear tests of soil samples.
| | | | | | | |
| | Group A | | 100 | 96.0 | 269.0 | 265.0 | 184.5 | 180.5 | 84.5 | | 200 | 174.0 | 430.0 | 404.0 | 315.0 | 289.0 | 115.0 | | 300 | 242.0 | 625.0 | 567.0 | 462.5 | 404.5 | 162.5 | | 400 | 326.0 | 847.0 | 773.0 | 623.5 | 549.5 | 223.5 |
| | Group B | | 100 | 68.5 | 271.0 | 239.5 | 185.5 | 154.0 | 85.5 | | 200 | 159.5 | 474.0 | 433.5 | 337.0 | 296.5 | 137.0 | | 300 | 173.5 | 708.0 | 681.5 | 501.0 | 477.5 | 204.0 | | 400 | 266.0 | 872.0 | 738.0 | 636.0 | 502.0 | 236.0 |
| | Group C | | 100 | 98.0 | 305.0 | 303.0 | 202.5 | 200.5 | 102.5 | | 200 | 153.0 | 520.0 | 473.0 | 360.0 | 313.0 | 160.0 | | 300 | 238.5 | 722.0 | 660.5 | 511.0 | 449.5 | 211.0 | | 400 | 318.0 | 941.0 | 889.0 | 670.5 | 588.5 | 270.5 |
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