Research Article

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

Table 2

Basic parameters for original and model soils.

Soil typesSoil unit weight (kN·m-3)Maximum dry density (g·cm-3)Saturated hydraulic conductivity (cm·s-1)Poisson ratio (-)Effective cohesion (kPa)Effective friction angle (°)Initial moisture (-)Porosity (-)

Original18.91.900.2619-2535-400.113-0.1330.23
Model17.0-20.02.200.2828.630-350.095-0.1250.27