Table 2 Site blasting vibration velocity monitoring data.
From: Attenuation model of tunnel blast vibration velocity based on the influence of free surface
First blast | Monitoring points | 1–1 | 1–2 | 1–3 | 1–4 | 1–5 | 1–6 | 1–7 | Free surface area (m2) 51.03 |
Blast distance (m) | 42 | 55 | 68 | 80 | 95 | 120 | 135 | ||
Peak vibration velocity (cm/s) | 7.847 | 6.415 | 4.980 | 4.077 | 2.977 | 2.621 | 1.350 | ||
Second blast | Monitoring points | 2–1 | 2–2 | 2–3 | 2–4 | 2–5 | 2–6 | 2–7 | Free surface area (m2) 52.21 |
Blast distance (m) | 45 | 58 | 71 | 83 | 98 | 123 | 138 | ||
Peak vibration velocity (cm/s) | 7.275 | 4.819 | 3.749 | 3.118 | 2.727 | 2.500 | 1.290 | ||
Third blast | Monitoring points | 3–1 | 3–2 | 3–3 | 3–4 | 3–5 | 3–6 | 3–7 | Free surface area (m2) 51.47 |
Blast distance (m) | 48 | 61 | 74 | 86 | 101 | 126 | 141 | ||
Peak vibration velocity (cm/s) | 6.330 | 4.551 | 3.707 | 2.701 | 2.653 | 2.356 | 1.123 | ||
Fourth blast | Monitoring points | 4–1 | 4–2 | 4–3 | 4–4 | 4–5 | 4–6 | 4–7 | Free surface area (m2) 58.15 |
Blast distance (m) | 66 | 79 | 92 | 104 | 119 | 144 | 159 | ||
Peak vibration velocity (cm/s) | 4.556 | 2.459 | 2.616 | 1.675 | 1.585 | 1.169 | 0.611 | ||
Fifth blast | Monitoring points | 5–1 | 5–2 | 5–3 | 5–4 | 5–5 | 5–6 | 5–7 | Free surface area (m2) 58.24 |
Blast distance (m) | 69 | 82 | 95 | 107 | 122 | 147 | 162 | ||
Peak vibration velocity (cm/s) | 4.071 | 3.210 | 2.259 | 1.934 | 1.250 | 0.801 | 0.362 |