A New Soil-Water Characteristic Curve Model for Unsaturated Loess Based on Wetting-Induced Pore Deformation

Table 1

Parameters of undisturbed loess.

Specific gravity ()	Density (g/cm^3)	Water content (%)	(kPa)	Void ratio	(°)	Compression modulus (MPa)
2.72	1.52	14.1	30.66	0.82	21	12.6