Research Article
Research on Cumulative Damage Characteristics of Rock Anchor Beam Concrete Supporting Structure by Blasting Vibration of Underground Powerhouse
Figure 8
Cumulative damage nephogram of surrounding rock and rock anchor beam concrete under blasting. (a) 3.1 ms, (b) 6.1 ms, (c) 9.1 ms, (d) 12.1 ms, and (e) 15.0 ms.
(a) |
(b) |
(c) |
(d) |
(e) |