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Future Directions in Ground Vibration and Airblast Control within an Australian Regulatory ContextBy A Brodbeck, AT Spathis
Australian regulatory control of ground vibration and airblast arising from mining, quarrying and civil construction operations is spread across a number of federal, state and local authorities and ac
Jan 1, 2005
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Operating Improvements at Vulcan Materials McCook Quarry using Electronic DetonatorsBy Nick Lewis, Paulo Pereira
The Vulcan McCook quarry has been in operation for about 100 years. It is located about 17 miles from downtown Chicago and is surrounded by both industrial and private structures. Recent issues have f
Jan 1, 2003
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Journal: Who Moved My Explosives Cheese? A Commentary on the Ammonium Nitrate Age in the Security AgeBy John Brulia
It has been said that the only thing that remains constant is change. After more than 33 years in the explosives industry, I do not take any exception to that adage. I have seen changes in people, cha
Jan 1, 2008
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Reaction Rate Law for Emulsion Explosives as a Function of Cell and Microballoon SizeBy Pharis E. Williams
The ability to predict the performance of an explosive relies upon having a Reaction Rate Law and knowing its functional dependence upon various parameters of the explosive. In particular, emulsion ex
Jan 1, 1995
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Preventing and Dealing with Blasting ComplaintsBy Michael Ostrowski
While the words “explosives” and “blasting” cause insurers to become apprehensive, skilled contractors using modern techniques under controlled conditions rarely cause serious damage or injury. Howeve
Jan 1, 2003
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Environmental Impact Statement for Mining with Explosives: A Quantitative MethodBy Roberto Golchi
This article describes the method used to quantify the Environmental Impact for the mining, by drilling and blasting, of a borrow pit for a gravity-dam. The affected environment was broken down into a
Jan 1, 2003
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“Blasting Effects on Water Wells and Pipelines”By Rachel Bernau
Water wells, aquifers, and pipelines rarely incur damage from nearby blast vibrations. Extensive ground vibrations may cause a drop in the water table thereby changing an aquifer’s structure or drying
Jan 1, 2001
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Precision Delay Detonators and Their Effect on Blasting Performance in Quarry BlastsBy B Mohanty, M Alam, F Gauthuer
A series of eleven full-scale production blasts has been earned out in a limestone quarry to study the effect of delay interval and its precision on overall blasting performance. The quarry employed A
Jan 1, 1991
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Tell Me Professor Richter -- How Much Did They Shoot?By Douglas A. Anderson
It is quite common for people exposed to blast vibrations to ask questions such as "How big was that blast on the Richter Scale?" Although it is tempting to dismiss such questions out of hand, for the
Jan 1, 1994
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Journal: Safety Talk / Regulatory Compliance - Transportation Compliance ChallengesBy Ann Barron
“Hurry up” is the latest battle cry at explosives companies struggling to stay in compliance with the ever-growing onslaught of government regulations. The pressure continues to mount on industry prof
Jan 1, 2006
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Innovative Methods of the Use of Explosives and Non-Explosive Demolition Methods in Sensitive Areas; Non-Explosive Demolition Agents to Enhance Profit Margins in Difficult Rock or Concrete Removal ProjectsWith the ever increasing problems of narrowing profit margins, and increased liability, a solution/option to SEE members is needed. It is essential that all members understand the benefits of utilizin
Jan 1, 1995
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Drilling Efficiency and the Associated Benefits to the Mining ProcessBy Lee B. Paterson
Mining Engineers throughout the world have an appreciation for the importance of the role of the Blasthole Drill in one of the primary elements of the mining process. This paper highlights areas that
Jan 1, 2000
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Blasting in the New Mellinnium: Are We Learning from MistakesBy Steve Dillingham
There are some blasters and blasting companies that just seem to have better safety reputations than others. This is in spite of the fact that they are essentially doing the same type of work under si
Jan 1, 2003
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Richter Scale and PPVBy Wilfrid Comeau
The RICHTER scale is used in classifying earthquake severity. It is an energy scale giving the estimated energy liberated at the source of the earthquake. Earthquake damage on the earth’s surface, for
Jan 1, 2003
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Effect of Surface Roughness of Charge Hole on DetonationBy Fumihiko Sumiya, Kunihisa Katsuyama, Yuji Ogata, Yuji Wada, Yukio Katoh, Yoshikazu Hirosaki
In our previous work, the results of photographic observation using a high speed framing camera showed that the difference between precursor air shock wave velocity and detonation velocity was primary
Jan 1, 1996
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The Journal of Explosives Engineering Vol 21 No 3 - Dynamite Daze (5324bd6e-ab26-4a55-9824-a273bcd40423)In the office, on the wall to the right of my desk is a large map of the world. Some people stick pins in maps like this to show where they’ve been. If I did that my map would be a mess and look like
Jan 1, 2004
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Perimeter Blasting in Underground MiningBy Paul Sterk
In underground mining a great deal of time, money, effort, and resources have been used in the effort to minimize blast-induced damage. This damage occurs to the back, ribs, and pillars when the energ
Jan 1, 2003
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The Effects of Blasting on Crushing and Grinding Efficiency and Energy ConsumptionBy Lyall Workman, Jack Eloranta
Blasting has an important impact on mining and milling well beyond the necessary ability to dig and load the ore efficiently. There is an increasing body of blasting research indicating significant im
Jan 1, 2003
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European Explosives Qualifications – The Euexcert ProjectBy H. Wallin, I. G. Wallace, J. Akhavan, E. Nilsson
Over the past three years the UK together with Sweden, Norway, Finland, Italy have been taking part in a EU funded Leonardo da Vinci programme. More recently EFEE have participated in the project know
Jan 1, 2008
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The Role of Position of Initiation and Stemming on BreakageBy Zvonimir Ester
The course of motorway tunnel under construction was set only 2 m away from the main motorway. The thickness of the tunnel overburden rock was 9 m. During the tunnel construction the traffic on the mo
Jan 1, 1998