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 types | Soil 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 (-) |
| Original | 18.9 | 1.90 | | 0.26 | 19-25 | 35-40 | 0.113-0.133 | 0.23 | Model | 17.0-20.0 | 2.20 | | 0.28 | 28.6 | 30-35 | 0.095-0.125 | 0.27 |
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