Fig. 10
From: Bearing characteristics and damage rules of regenerated rock mass
Laboratory tests, theoretical calculations, and numerical simulations of stress–strain curves. (a) CS0.6. (b) PS0.6. (c) SG0.6
Fig. 10 | Scientific Reports
From: Bearing characteristics and damage rules of regenerated rock mass
Laboratory tests, theoretical calculations, and numerical simulations of stress–strain curves. (a) CS0.6. (b) PS0.6. (c) SG0.6
