Advances in Civil Engineering / 2019 / Article / Tab 3

Research Article

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

Table 3

Names of the 16 groups of c and ϕ for Cangjiangqiao landslide.

Cohesion (kPa)
19.4218.8718.3517.86

Internal friction angle (°)19.46CJQ 1-1CJQ 1-2CJQ 1-3CJQ 1-4
18.95CJQ 2-1CJQ 2-2CJQ 2-3CJQ 2-4
18.47CJQ 3-1CJQ 3-2CJQ 3-3CJQ 3-4
18.00CJQ 4-1CJQ 4-2CJQ 4-3CJQ 4-4

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