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).

PointR/mX velocity (cm/s)Error /%Y velocity (cm/s)Error /%Z velocity (cm/s)Error /%Resultant velocity (cm/s)Error /%
MSMSMSMS

1#1519.7515.9024.1922.5418.3223.018.597.3616.7626.1822.3517.09
2#2015.9013.6718.9624.6120.1522.147.355.9224.1829.3123.9022.66
3#258.166.3927.587.066.1414.878.246.5825.1910.249.0113.65
4#309.587.6225.8214.4412.3117.2710.608.0629.0418.3116.4011.67
5#3513.1210.7422.2516.7613.8021.4911.779.6821.5823.3319.4719.82

Note: R is the distance from the measurement point to the tunnel surface, M is the measured value, and S is the simulation value.