Research Article
Safety Threshold Determination for Blasting Vibration of the Lining in Existing Tunnels under Adjacent Tunnel Blasting
Table 8
The slowest attenuation monitoring data of the PPV for each surrounding rock grade.
| No. | Q (kg) | (m) | (cm/s) | Surrounding rock grade |
| 1 | 36.00 | 51.28 | 10.44 | III | 2 | 36.00 | 50.60 | 9.79 | 3 | 36.00 | 47.74 | 10.26 | 4 | 31.50 | 49.28 | 8.64 | 5 | 41.50 | 55.69 | 7.99 | 6 | 18.50 | 56.88 | 4.64 | 7 | 24.00 | 41.06 | 8.55 | IV | 8 | 41.00 | 51.01 | 7.83 | 9 | 30.00 | 49.09 | 6.73 | 10 | 5.75 | 47.17 | 2.29 | V | 11 | 5.75 | 48.63 | 2.12 | 12 | 12.00 | 55.68 | 2.14 | 13 | 5.75 | 47.82 | 1.67 | 14 | 18.00 | 48.02 | 3.13 | 15 | 18.825 | 38.78 | 4.46 | 16 | 6.00 | 51.44 | 1.32 |
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