Research Article
Laboratory Testing on Energy Absorption of High-Damping Rubber in a New Bolt for Preventing Rockburst in Deep Hard Rock Mass
Figure 12
Energy distribution results of composite specimens in SHPB tests.
(a) Granite–granite 200 s−1 |
(b) Granite–granite 300 s−1 |
(c) Granite–granite 400 s−1 |
(d) Granite–rubber 200 s−1 |
(e) Granite–rubber 300 s−1 |
(f) Granite–rubber 400 s−1 |