Research Article
Safety Distance of Shotcrete Subjected to Blasting Vibration in Large-Span High-Speed Railway Tunnels
Table 2
One set of monitoring data.
| Test ID (date) | | Monitoring point | R (m) | f (Hz) | PPV-X (mm/s) | PPV-Y (mm/s) | PPV-Z (mm/s) | Q (kg) |
| 170671 (2017/6/3) | −0.05 | -I | 44.2 | 101 | 0.24 | 0.38 | 0.45 | 120 | -I | 41 | — | — | 0.82 | -I | 51.2 | 0.24 | 0.62 | 0.56 | -I | 44.5 | — | — | 0.68 | -I | 37.6 | 0.53 | 0.56 | 0.8 | -I | 38.2 | — | — | 0.91 | -II | 73.1 | 0.10 | 0.22 | 0.23 | -II | 40 | — | — | 0.85 | -II | 73.3 | 0.11 | 0.27 | 0.26 | -II | 68.3 | — | — | 0.32 | -II | 64.8 | 0.14 | 0.13 | 0.28 | -II | 64.1 | — | — | 0.36 |
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