Research Article
Effects of Contact Angle on the Hysteresis Effect of Soil-Water Characteristic Curves during Dry-Wet Cycles
Figure 1
Soil-water characteristic curves of wet and dry cycles with different initial dry densities in the full suction range: (a) ρd = 1.3 g/cm3; (b) ρd = 1.35 g/cm3; (c) ρd = 1.4 g/cm3; (d) ρd = 1.45 g/cm3; (e) ρd = 1.5 g/cm3; (f) ρd = 1.6 g/cm3; (g) ρd = 1.7 g/cm3.
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(b) |
(c) |
(d) |
(e) |
(f) |
(g) |