Research Article
Fluctuation Characteristic Test of Oblique Stress Waves in Infilled Jointed Rock and Study of the Analytic Method
Table 4
Stress peak comparison table.
| Joint angle | Impact velocity (m·s−1) | Stress peak (MPa) | Theoretical value | Experimental value |
| 0 | 3.30 | 65.95 | 71 | 4.16 | 83.13 | 90 | 5.73 | 114.51 | 120 |
| 30° | 3.57 | 71.34 | 63 | 4.30 | 85.93 | 84 | 5.70 | 113.91 | 110 |
| 45° | 3.25 | 67.74 | 50 | 3.97 | 81.33 | 72 | 5.40 | 114.31 | 106 |
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