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

Table 8

Comparison of measured displacement with that obtained based on the back-analyzed strength parameters of slip surface.

	Cangjiangqiao		Dahua
Monitoring point	SN3-3	SN3-2	SAA2-1	SN2-1
Measured result (mm)	17.72	43.29	50.00	34.49
Inversion result (mm)	18.01	42.89	48.72	34.87
Relative error (%)	1.64	−0.92	−2.56	1.10