Research Article
Instantaneous Rock Blasting Wave and Its Microscopic Characteristics during Interaction with Concrete
Table 1
Peak values and calculations in each region.
| Test point number | Shock wave zone | Stress wave zone | Gas-expanding zone | Total |
| ① | /us | 2.4–5.6/3.3 | 5.6–8.6/3 | 8.6–24.7/16.1 | 22.4 | /KHz | 0–829 | 0–743 | 0–514 | × | /MPa | −1650 | 159.72 | −65.01 | × | /104 s−1 | −7.58/10.5 | 1.43/−1.14 | Approximate static load | × | /m·s−1 | −151.6/210 | 28.5/−22.7 | Approximate static state | × | /m·s−2 | 612/−505 | 125/−142 | 0 | × | | 0.0157 | 0.0016 | 0.0054 | 0.0231 | /% | 68.0 | 6.9 | 23.4 | 98.3 |
| ② | /us | 2.4–5.6/3.3 | 5.6–8.6/3 | 8.6–24.7/16.1 | 22.4 | /KHz | 0–1000 | 0–686 | 0–227 | × | /MPa | −1518 | 101.31 | 25.476 | × | max/104 s−1 | −7.52/8.9 | 1.24/−1.12 | Approximate static load | × | /m·s−1 | −148/178 | 24.8/−19.2 | Approximate static state | × | /m·s−2 | 608/−413.5 | 87/−137.5 | 0 | × | | 0.0106 | 0.0012 | 0.0016 | 0.0137 | /% | 77.3 | 8.8 | 11.7 | 97.8 |
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