Figure 10
From: Numerical simulation of blasting behavior of rock mass with cavity under high in-situ stress
Change curve of circumferential stress with empty hole (σx = σy = 0 MPa).
Figure 10 | Scientific Reports
From: Numerical simulation of blasting behavior of rock mass with cavity under high in-situ stress
Change curve of circumferential stress with empty hole (σx = σy = 0 MPa).
