Trench Blasting Guidelines & Pitfalls

International Society of Explosives Engineers
Vic Sterner
Organization:
International Society of Explosives Engineers
Pages:
5
File Size:
323 KB
Publication Date:
Jan 1, 2004

Abstract

As cities and towns continue to grow, the need to install sewer, water, gas and other utilities becomes a necessity and the blasting of trenches for these service lines probably constitutes one of the most important forms of blasting in built-up areas. There f o re, understanding how explosives can be safely used in the most efficient manner is of prime importance. The need for protection against flyrock must be emphasized. The first consideration is that all explosive c h a rges should be located well down in the blastholes. The golden rule is to ensure that the depth of top stemming is never less than the burden on the hole. In the case of shallow holes, the minimum depth of stemming should not be less than 18 times the charge diameter, if airblast and flyrock are to be controlled. If there is a doubt, then additional cover and/or blasting mats should be used. Putting too much burden on blastholes is another possible cause of flyrock and raising ground vibration levels. Overburdening of explosive charges will also result in the blastholes not breaking to grade. This in t u rn re q u i res additional drilling of shallow holes down in the trench to achieve grade, thus further increasing the h a z a rd of flyrock .
Citation

APA: Vic Sterner  (2004)  Trench Blasting Guidelines & Pitfalls

MLA: Vic Sterner Trench Blasting Guidelines & Pitfalls. International Society of Explosives Engineers, 2004.

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