Advances in Civil Engineering / 2019 / Article / Tab 4

Research Article

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

Table 4

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

Cohesion (kPa)

Internal friction angle (°)23.95DHQ 1-1DHQ 1-2DHQ 1-3DHQ 1-4
22.88DHQ 2-1DHQ 2-2DHQ 2-3DHQ 2-4
21.99DHQ 3-1DHQ 3-2DHQ 3-3DHQ 3-4
21.08DHQ 4-1DHQ 4-2DHQ 4-3DHQ 4-4

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