The invention provides a near-field tunnel
blasting vibration dynamic strain testing method for a
tunnel under construction. The method comprises the following steps: S1, arranging testing points on aprimary support of the tunnel, and
polishing the surfaces of the testing points; S2, adhering strain gages to the surface of each testing point, leading out connecting wires, and
coating the outsideof each strain gage with protection glue for fixation; S3, arranging one temperature compensation gage for each strain gage, adhering each temperature compensation gage onto a compensation block, leading out a connecting wire, and
coating the outside of each temperature compensation gage with protection glue for fixation; S4, connecting the strain gages and the temperature compensation gages withcorresponding bridge boxes through data cables, connecting the strain gages and the temperature compensation gages in the corresponding bridge boxes in a half-bridge manner, and carrying out vibrationattenuation
processing; S5, reinforcing joints with the data cables; S6, connecting the bridge boxes with a dynamic
signal acquisition device, and transmitting real-
time data acquired by the dynamicsignal acquisition device to a computer; and S7, grounding the dynamic
signal acquisition device. The method provided by the invention has the
advantage that near-field tunnel
blasting vibration dynamic strains of the
tunnel under construction can be accurately tested.