Research Article
Experimental Study on Permeability Anisotropy of Unsaturated Compacted Loess
Table 3
Soil-water characteristic curve test values for compacted loess.
| Matric suction ψ/kPa | Volumetric water content θ/% | ρd = 1.40 g/cm3 | ρd = 1.50 g/cm3 | ρd = 1.60 g/cm3 | ρd = 1.70 g/cm3 |
| 0 | 46.76 | 43.65 | 40.48 | 37.40 | 10 | 39.32 | 37.50 | 35.19 | 33.92 | 20 | 33.21 | 32.18 | 31.87 | 30.76 | 40 | 26.05 | 26.45 | 26.34 | 25.94 | 60 | 22.10 | 22.43 | 23.18 | 23.42 | 80 | 20.24 | 20.91 | 21.36 | 22.10 | 100 | 19.13 | 19.86 | 20.30 | 21.36 | 140 | 17.77 | 18.09 | 18.81 | 19.87 | 180 | 16.96 | 17.27 | 17.89 | 18.79 |
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