Fig. 12
From: Bearing characteristics and damage rules of regenerated rock mass
Cumulative amount of crack development during the uniaxial loading process. (a) CS0.6. (b) PS0.6. (c) SG0.6
Fig. 12 | Scientific Reports
From: Bearing characteristics and damage rules of regenerated rock mass
Cumulative amount of crack development during the uniaxial loading process. (a) CS0.6. (b) PS0.6. (c) SG0.6
