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

Table 6

Calculated deformation values of Dahua landslide (mm).

		Cohesion (kPa)
		20.14	19.14	18.97	17.48
Internal friction angle (°)	23.95	33.5	41.1	46.0	47.8	Dahua SAA2-1
	22.88	47.6	52.3	54.4	56.3
	21.99	57.9	59.2	61.3	63.9
	21.08	65.2	66.9	69.4	No converge
Internal friction angle (°)	23.95	25.7	30.7	34.4	36.1	Dahua SN2-1
	22.88	36.2	39.1	41.3	42.5
	21.99	44.0	44.8	46.4	48.2
	21.08	49.2	50.7	52.0	No converge