Advances in Civil Engineering / 2019 / Article / Tab 2

Research Article

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

Table 2

Physicomechanical parameters for landslides in Dahuaqiao reservoir.

NameMaterial typeϕ (°)c (kPa)E (GPa)εγ (kN/m3)γsat (kN/m3)

CangjiangqiaoCover layer20200.40.342122
Intensely weathered bedrock33750100.226.626.8
Moderately weathered bedrock402000300.1527.027.2

DahuaCover layer25220.50.302122
Intensely weathered bedrock33750100.226.626.8
Moderately weathered bedrock402000300.1527.027.2

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