Stress Response and Damage Characteristics of Local Members of a Structure due to Tunnel Blasting Vibrations Based on the High-Order Local Modal Analysis

Table 1

Vibration characteristics of the blasting.

Blasting number	Detonator type	Tunnel depth (m)	Distance away from blasting center (m)	Z direction peak particular velocity (cm/s)	Z direction dominant frequency (Hz)	X direction peak particular velocity (cm/s)	X direction dominant frequency (Hz)
1	Nonelectric	17.9	30.7	2.974	70.80	0.761	20.75
2	Nonelectric	18.2	32.6	2.227	76.90	0.807	21.97
3	Electronic	17.5	29.2	1.940	46.99	0.651	11.60
4	Electronic	37.6	43.1	1.395	92.77	0.975	64.70
5	Electronic	35.6	41.8	1.003	77.52	0.269	62.26
6	Electronic	22.9	31.1	1.307	141.60	0.858	62.86
7	Electronic	18.6	30.5	1.376	137.94	0.676	87.89
8	Electronic	17.9	29.2	1.023	78.74	0.622	62.87
9	Electronic	16.9	28.0	0.902	76.90	0.590	22.50