Table 10.

Datasets of ground vibration measurements and design parameters for blasting at United Quarry.

Data monitoring points	Shot to monitored distance $\left(D\right)$ [metres]	Charge weight (in 50 holes) $\left(W\right)$ [kg]	Peak Particle velocity (mm/s)				Scaled distance $D/W^{\frac{1}{2}}$
			Vertical [mm/s]	Longitudinal [mm/s]	Transversal [mm/s]	Vectoral Sum [mm/s]
1	300	850	83.56	83.47	83.66	144.74	10.29
2	350	750	61.96	61.84	61.75	107.13	12.78
3	400	1300	75.32	75.40	74.28	129.91	11.09
4	450	1100	57.05	57.22	57.15	98.97	13.57
5	500	650	34.31	34.38	34.43	59.54	19.61
6	550	1500	53.57	53.48	53.65	92.78	14.20
7	600	1750	52.84	52.72	52.90	91.49	14.34
8	650	950	31.04	31.15	31.24	53.94	21.09
9	700	1000	29.03	29.12	28.86	50.24	22.14
10	750	1300	31.63	31.56	31.72	54.80	20.80
11	800	950	23.31	23.42	23.38	40.48	25.96
12	850	950	21.44	21.56	21.49	37.23	27.58
13	900	1200	23.27	23.08	23.16	40.13	25.98
14	950	1550	25.77	25.62	25.70	44.51	24.13
15	1000	850	15.86	15.92	15.80	27.47	34.30
16	1050	1400	20.93	20.85	20.77	36.11	28.06
17	1100	1400	19.63	19.75	19.81	34.17	29.40
18	1150	700	11.44	11.29	11.38	19.69	43.47
19	1200	1600	19.08	19.22	18.97	33.07	30.00
20	1250	1000	13.04	13.17	13.29	22.81	39.53