Advances in Civil Engineering / 2019 / Article / Tab 8

Research Article

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.


Monitoring pointSN3-3SN3-2SAA2-1SN2-1
Measured result (mm)17.7243.2950.0034.49
Inversion result (mm)18.0142.8948.7234.87
Relative error (%)1.64−0.92−2.561.10

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