Research Article

Study on the Vibration Effect of Short Footage Blasting Load on Surrounding Rock-Support Structure of Tunnel

Table 9

The cumulative value of displacement of each measuring point of profile 1-1 without initial support (mm).

Blasting timesArch bottomArch topLeft arch waistRight arch waist

329.65428.76528.35428.968
429.87729.74528.97629.983
532.74532.65731.34531.987