Advances in Civil Engineering / 2019 / Article / Tab 5

Research Article

Stability Assessment of Landslides in Dahuaqiao Reservoir Area Based on Back Analysis of Slope Monitoring

Table 5

Calculated deformation values of Cangjiangqiao landslide (mm).

Cohesion (kPa)
19.4218.8718.3517.86

Internal friction angle (°)19.4610.112.013.815.2Cangjiangqiao SN3-2
18.9524.330.836.242.2
18.4727.543.256.369.8
18.0048.961.779.2365.1

Internal friction angle (°)19.4612.615.416.818.4Cangjiangqiao SN3-3
18.9529.238.243.852.4
18.4733.252.867.885.2
18.0058.874.695.2373.5

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