Table 1 Summary of soil site investigation results.
From: Optimizing the fracture resistance of clay liners through fiber content and moisture control
Soil Sample | GS | L.L. | P.I. | \({\gamma _{d,\hbox{max} }}\)(kN/m³) | O.M.C. (%) | k (×10⁻⁹ m/s) | U.S.C.S. Classification |
|---|---|---|---|---|---|---|---|
Sample 1 | 2.66 | 25 | 5 | 18.8 | 12.3 | 9.886 | CL (Low plasticity clay) |
Sample 2 | 2.71 | 49.2 | 24.7 | 16.8 | 18.3 | 0.235 | |
Sample 3 | 2.69 | 42 | 20 | 17.5 | 15.3 | 1.294 | |
Sample 4 | 2.67 | 32 | 12 | 18.1 | 13.3 | 5.272 | |
Sample 5 | 2.7 | 46 | 23 | 17.2 | 16.3 | 0.838 |
