Advances in Civil Engineering / 2019 / Article / Tab 6

Research Article

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)
20.1419.1418.9717.48

Internal friction angle (°)23.9533.541.146.047.8Dahua SAA2-1
22.8847.652.354.456.3
21.9957.959.261.363.9
21.0865.266.969.4No converge

Internal friction angle (°)23.9525.730.734.436.1Dahua SN2-1
22.8836.239.141.342.5
21.9944.044.846.448.2
21.0849.250.752.0No converge

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