Table 3 Specific charge for tunnel blasting.
From: Cumulative damage characteristics of tunnel initial support concrete under blasting load
Type of blasthole | Detonator level | Delay time/ms | Number of blast holes | Charge quantity for a single blast hole/ kg | Single stage charge/ kg |
|---|---|---|---|---|---|
Cutting hole | MS1 | 25~45 | 16 | 2.7 | 43.2 |
Auxiliary hole | MS3 | 55~85 | 12 | 1.5 | 18 |
Auxiliary hole | MS5 | 75~105 | 8 | 2.1 | 16.8 |
Auxiliary hole | MS7 | 85~115 | 11 | 1.2 | 13.2 |
Auxiliary hole | MS9 | 90~125 | 21 | 1.2 | 25.2 |
Auxiliary hole | MS11 | 95~130 | 11 | 1.2 | 13.2 |
Peripheral hole | MS13 | 100~140 | 25 | 0.6 | 15 |
Floor hole | MS15 | 100~150 | 4 | 1.2 | 4.8 |
Subtotal | Â | Â | 108 | Â | 149.4 |