Research Article

Safety Threshold Determination for Blasting Vibration of the Lining in Existing Tunnels under Adjacent Tunnel Blasting

Table 7

Monitoring data of blast vibration for a typical section.

Simulated conditionPositionPPV of on-site monitoring (cm/s)PPV of numerical simulation (cm/s)Error (%)

III-grade rock massYK47 + 72510.310.73.88
IV-grade rock massYK47 + 7902.52.666.4
V-grade rock massZK46 + 7001.92.015.79