Fig. 14
From: Characteristics of wetting behavior under unloading in natural granite residual soil
Wetting deformation under unloading σ3 calculated by the hyperbolic model: (a) σ3 = 50 kPa; (b) σσ3 = 100 kPa; (c) σ3 = 200 kPa.
Fig. 14 | Scientific Reports
