Fig. 6
From: Bearing characteristics and damage rules of regenerated rock mass
Theoretical and experimental stress–strain curves. (a) SG0.5. (b) SG0.6. (c) SG0.7. (d) CS0.6. (e) PS0.6
Fig. 6 | Scientific Reports
From: Bearing characteristics and damage rules of regenerated rock mass
Theoretical and experimental stress–strain curves. (a) SG0.5. (b) SG0.6. (c) SG0.7. (d) CS0.6. (e) PS0.6
