Research Article

An Experimental Study on the Hydromechanical Behaviours of the Evolution of Postearthquake Landslide Deposits

Table 4

Soil parameters for slope stability analysis.

Depth
(cm)
Effective cohesion
(kPa)
Effective friction angle
(°)
Natural unit weight
(kN·m-3)
Slope angle
(°)

251.5301860
502.5301860
753.0331860
1005.0331860