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)
		20.14	19.14	18.97	17.48
Internal friction angle (°)	23.95	DHQ 1-1	DHQ 1-2	DHQ 1-3	DHQ 1-4
	22.88	DHQ 2-1	DHQ 2-2	DHQ 2-3	DHQ 2-4
	21.99	DHQ 3-1	DHQ 3-2	DHQ 3-3	DHQ 3-4
	21.08	DHQ 4-1	DHQ 4-2	DHQ 4-3	DHQ 4-4