From: A two stage model for moisture-induced deformations in expansive soils
Soil property | Value |
---|---|
Dry unit weight, γ _{ d } (kN/m^{3}) | 12.0 |
Initial void ratio, e _{ o } | 1.2 |
Saturated volumetric moisture content (%) | 0.56 |
Hydraulic conductivity, k _{ sat } (m/s) | 4.22 × 10^{−9} |
Swelling index with respect to net normal stress, C _{ s } | 0.09 |
Swelling index with respect to matric suction, C _{ m } | 0.1 |
Poisson’s ratio, μ | 0.33 |