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)
		19.42	18.87	18.35	17.86
Internal friction angle (°)	19.46	CJQ 1-1	CJQ 1-2	CJQ 1-3	CJQ 1-4
	18.95	CJQ 2-1	CJQ 2-2	CJQ 2-3	CJQ 2-4
	18.47	CJQ 3-1	CJQ 3-2	CJQ 3-3	CJQ 3-4
	18.00	CJQ 4-1	CJQ 4-2	CJQ 4-3	CJQ 4-4