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/kPaVolumetric water content θ/%
ρd = 1.40 g/cm3ρd = 1.50 g/cm3ρd = 1.60 g/cm3ρd = 1.70 g/cm3

046.7643.6540.4837.40
1039.3237.5035.1933.92
2033.2132.1831.8730.76
4026.0526.4526.3425.94
6022.1022.4323.1823.42
8020.2420.9121.3622.10
10019.1319.8620.3021.36
14017.7718.0918.8119.87
18016.9617.2717.8918.79