Fig. 10
From: Characteristics of wetting behavior under unloading in natural granite residual soil
Stress–strain curves of unloading σ3 after linear simplification: (a) σ3 = 50 kPa; (b) σ3 = 100 kPa; (c) σ3 = 200 kPa.
Fig. 10 | Scientific Reports
From: Characteristics of wetting behavior under unloading in natural granite residual soil
Stress–strain curves of unloading σ3 after linear simplification: (a) σ3 = 50 kPa; (b) σ3 = 100 kPa; (c) σ3 = 200 kPa.
