FIELD: hydraulic engineering at dredging operations, construction of profiled depressions and other special blastings, when blastings are to be conducted under water according to specifications.
SUBSTANCE: the method consists in drilling of a net of boreholes from a surface platform, placing of the main charges in them, placing of an additional charge in the entrance of each borehole removed from the main charge by a space filled by an inert medium, production of the explosion line with the use of a non-electric system of ignition, simultaneous blasting of the additional charges and initiation of the main charges after time interval 
 the amount of additional charge G is determined from relation: 
 kg; where a1 - the distance between the adjacent boreholes, m; 
 - water density, kg/cu.m; H - height of the water column above the borehole entrance, m; Pa - atmospheric pressure in the zone of blast, kg/cu.m; K1 - coefficient equal to 4,12 kg/cu.m; and time interval 
 is determined from relation: 
 where Prv.=P/Pa - reduced value of hydrostatic pressure of water on the additional charge; P - value of hydrostatic pressure of water on the additional charge, kg/sq.m; K2 - coefficient equal to 
EFFECT: enhanced efficiency of drilling and blasting operations, intensity of crushing and ejection of broken rock mass at a reduced harmful effect of the blast on the environment.
8 cl, 2 dwg
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                RU2283473C1 | 
| METHOD FOR CRUSHING ROCKS | 1990 | 
									
  | 
                RU2019696C1 | 
Authors
Dates
2006-07-20—Published
2004-12-21—Filed