Research Article
Theoretical and Experimental Study on Damage Properties of Surrounding Rock under High-Frequency Constant Impact Load
Table 2
Physical parameters of granite specimens.
| Specimen number | Length (mm) | External diameter (mm) | Center hole diameter (mm) | Mass (g) |
| 1-1 | 99.98 | 49.04 | Null | 506.8 | 1-2 | 100.14 | 49.06 | Null | 507.1 | 1-3 | 100.04 | 49.10 | Null | 506.6 | 1-4 | 100.16 | 48.80 | Null | 507.2 | 1-5 | 100.18 | 48.74 | Null | 507.5 | 2-1 | 100.16 | 49.2 | 6.24 | 501.1 | 2-2 | 98.68 | 49.20 | 6.24 | 493.7 | 2-3 | 100.36 | 48.64 | 6.26 | 490.1 | 2-4 | 99.68 | 49.20 | 6.26 | 499.1 | 2-5 | 98.08 | 49.16 | 6.28 | 489.1 | 3-1 | 99.74 | 49.18 | 8.14 | 490.6 | 3-2 | 97.88 | 49.20 | 8.08 | 489.1 | 3-3 | 99.68 | 49.22 | 8.10 | 494.0 | 3-4 | 98.90 | 49.20 | 8.12 | 489.0 | 3-5 | 100.56 | 49.20 | 8.08 | 496.6 | 4-1 | 100.10 | 49.20 | 10.36 | 485.8 | 4-2 | 100.60 | 49.20 | 10.40 | 487.6 | 4-3 | 100.44 | 49.22 | 10.46 | 486.7 | 4-4 | 100.50 | 49.20 | 10.50 | 487.1 | 4-5 | 100.64 | 49.20 | 10.42 | 485.1 |
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