Research Article
Research on Dynamic Response of Shallow Buried Tunnel Lining Constructed by Drilling and Blasting Method
Table 5
Comparison of simulated and measured values of peak particle velocity (without in situ stress).
| Point | R/m | X velocity (cm/s) | Error /% | Y velocity (cm/s) | Error /% | Z velocity (cm/s) | Error /% | Resultant velocity (cm/s) | Error /% | M | S | M | S | M | S | M | S |
| 1# | 15 | 19.75 | 15.90 | 24.19 | 22.54 | 18.32 | 23.01 | 8.59 | 7.36 | 16.76 | 26.18 | 22.35 | 17.09 | 2# | 20 | 15.90 | 13.67 | 18.96 | 24.61 | 20.15 | 22.14 | 7.35 | 5.92 | 24.18 | 29.31 | 23.90 | 22.66 | 3# | 25 | 8.16 | 6.39 | 27.58 | 7.06 | 6.14 | 14.87 | 8.24 | 6.58 | 25.19 | 10.24 | 9.01 | 13.65 | 4# | 30 | 9.58 | 7.62 | 25.82 | 14.44 | 12.31 | 17.27 | 10.60 | 8.06 | 29.04 | 18.31 | 16.40 | 11.67 | 5# | 35 | 13.12 | 10.74 | 22.25 | 16.76 | 13.80 | 21.49 | 11.77 | 9.68 | 21.58 | 23.33 | 19.47 | 19.82 |
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Note: R is the distance from the measurement point to the tunnel surface, M is the measured value, and S is the simulation value.
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