Research Article
Zonal Disintegration Mechanism of Deep Rock Masses under Coupled High Axial Geostress and Blasting Load
Figure 8
Effect of peak radial blasting load on zonal disintegration.
(a) = 36.58 MPa |
(b) = 73.15 MPa |
(c) = 146.30 MPa |
(d) = 219.45 MPa |