Analysis of Vibration Response Law of Multistory Building under Tunnel Blasting Loads

Table 1

Parameters of upper section blasting.

Detonator segment	Hole depth (m)	Hole number	Blasthole name	Explosive charge per hole (kg)	Single-stage charge (kg)
1	3.5	16	Cutting hole	1.5	24
3	2.7	12	Driving hole	1.2	13.4
5	2.7	8	Driving hole	0.9	7.2
7	2.7	8	Driving hole	0.9	11.7
7	2.7	5	Floor hole	0.9
9	2.7	7	Driving hole	0.9	14.3
9	2.7	6	Inner ring hole	0.9
9	2.7	4	Floor hole	0.9
11	2.7	6	Inner ring hole	0.9	13.5
11	2.7	2	Floor hole	0.9
11	2.7	7	Driving hole	0.9
13	2.7	8	Around hole (odd)	0.3	17.1
13	2.7	8	Around hole (even)	0.6
13	2.7	9	Inner ring hole	0.9
13	2.7	2	Floor hole	0.9
15	2.7	2	Floor hole	1.2	13.8
15	2.7	12	Around hole (odd)	0.3
15	2.7	13	Around hole (even)	0.6
Total	-	135	—	—	117