Research Article
Soil-Water Characteristic Curve of Residual Soil from a Flysch Rock Mass
Table 1
Mean values of the basic properties of the residual soil samples used in this study.
| | | Particle size distribution | Atterberg limits | | | | Specific gravity, (/) | Sat. unit weight, (kN/m3) | Clay, (%) | Silt, (%) | Sand, (%) | Gravel, (%) | Liquid limit, (%) | Plastic limit, (%) | Plasticity index, PI | USCS |
| | 2.7 | 20.9 | 30.3 | 53 | 10.4 | 6.3 | 44 | 24 | 20 | CL |
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