Advances in Civil Engineering / 2019 / Article / Tab 7

Research Article

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

Table 7

Back analysis results for strength parameters.

LandslideInitial parametersLower bound of parametersResults determined by back analysis
ϕ (°)c (kPa)ϕ (°)c (kPa)ϕ (°)c (kPa)

Cangjiangqiao19.0010.0016.638.6217.609.50
Dahua23.9520.1421.0817.4823.4017.80

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