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Signature Hole Blast Vibration Control – Twenty Years Hence and BeyondBy Douglas Anderson
In the early 1980s, a method for controlling blast vibrations other than by modifying the Scaled Distance came into use. Research studies had indicated that blast vibration could be simulated by deton
Jan 1, 2008
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Blast Optimisation (Oversize Reduction) at the Astec Bluerock QuarryBy Andrew Drake, Mark Burchard, Peter Bellairs
The Astec Bluerock Quarry is excavating an extremely difficult to blast rock type due to its highly variable jointing density that leads to excessive oversize. A drill and blast benchmarking exercise
Jan 1, 1998
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The Comminution Theory Applied to Rock BlastingBy Carlos Agreda
A general review of the comminution theory and also the general differential equation of the comminution are described, analyzed and discussed in order to be applied to rock blasting. Some size distri
Jan 1, 1994
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Overbreak Control in VCR Stopes at the Homestake MineBy Virgil J. Stachura, Larry R. Fletcher, Paul V. Sterk, Matthew N. Plis
The large diameter blastholes now being used in underground mining have caused concern because of their increased potential for damaging openings and creating rockfall hazards. In response to this sit
Jan 1, 1991
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Why the 8MS Rule Doesn’t WorkBy D. Bartley, R. McClure, W. Reisz
Ever since the 8ms criterion was developed in the early 60’s there has been an ongoing debate among many blasters as to its actual value in controlling ground vibration. The perpetuation of the myth s
Jan 1, 2006
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Recent Developments in the Application of Hercudet to Surface Mining, Quarrying, and Coal StrippingBy Robert B. Hopler
The Hercudet™ non-electric delay blasting cap system has exhibited outstanding performance and economic results in surface work. The versatility inherent in the system, which allows the combining of t
Jan 1, 1978
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48 Inch Production Blast Holes in OilsandsBy Michael McDougall
"Suncor Inc. Oilsands Group, Mining Operation in Northern Alberta, Canada, has beenblasting to loosen the oilsands to increase production and decrease maintenance of the hugebucketwheel excavators for
Jan 1, 1993
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Experimental Investigation of the Fumes Produced by Modern Commercial ExplosivesBy P D. Katsabanis, W Roberts
Commercial explosives exhibit non ideal behaviour which is very difficult to model. The fume spectrum produced by commercial explosives apart from its practical significance for underground mining is
Jan 1, 1992
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Benefits of Us DMC_Blast in Open Pit and Underground MiningBy Dale Preece, Stephen Chung
Mining and quarrying industries recognize blasting as the most effective method for breaking and removing large volumes of rock. However, the economics of blasting are often offset by the costly trial
Jan 1, 2002
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Polyurethane Foam and Sand Barriers Expand Explosive Storage CapacityBy Theodore C. Hile, Floyd P. Henry, Ken Gragg
"Conventional explosive-storage methods usually rely on combinations of earth and concrete barriers, along with sufficient distance between limited explosive loads, to avoid accidental conflagration.
Jan 1, 1999
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Perimeter Control with Tracer BlastingBlasting is a very cost effective method of rock fragmentation but its uncontrolled application often results in excessive damage to the perimeter of an excavation. Several perimeter control technique
Jan 1, 1997
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Blasting Techniques to Control Roof Failure in an Underground Limestone MineBy Mike Koehler
An underground mine that produces aggregate limestone was in operation for approximately eight years when geological changes resulted in dangerous rock falls. The roof in the mine was not bolted; ther
Jan 1, 2002
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Fragment Size Distribution Assessment Using a Digital Image Based Measurement SystemBy Mark S. Stagg, Stephen A. Rholl, Steven G. Grannes
A method of determining the fragment size distribution of rock quarry muckpiles using photographic and digital-image processing techniques has been developed by the Bureau of Mines. To assess the frag
Jan 1, 1993
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Evaluation of Propagation Sensitivity of Commercial Explosives in Large Diameter HolesBy RR Vandebeek, A W. Bauer
The Canadian Explosives Research Laboratory regularly evaluates the properties of commercial explosives for authorization under the Canada Explosives Act. Propagation sensitivity is normally measured
Jan 1, 1987
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Backstoping with Millisecond Delay Timing at the Sunshine Mine, Kellogg, IdahoBy Dale Nies
In the past, cap and fuse has been the only economical and efficient initiation system capable of providing sequential timing, ease of loading and hookup, and unlimited borehole number for backstope r
Jan 1, 1989
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Measurements to Determine the Effect of Selected Additives on the Detonability of ANFO MixturesBy Roger L. McCarthy, Ali Reza
The use of an ammonium nitrate-fuel oil (ANFO) explosive in the Oklahoma City Federal Building bombing has led to a renewed interest in using additives during the manufacturing process of ammonium nit
Jan 1, 1999
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Firing Accuracy of Electric DetonatorsBy Richard J. Mainiero, T S. Bajpayee
The U.S. Bureau of Mines (Bureau) has conducted research to evaluate the firing accuracy of electric delay detonators used in surface blasting operations. Over four billion pounds of explosives and bl
Jan 1, 1990
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Cross Borehole Stress Wave Measurements in Underground CoalBy Michael S. Wieland
The stress waves generated during delay blasting in underground or surface mines not only fracture the surrounding coal, rock, or other strata, but also impact delayed charges remaining in neighboring
Jan 1, 1988
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Use of Corrtex to Measure Explosive Performance and Stem Behavior in Oil Shale Fragmentation TestsBy Gerald G. Schmitt, Richard D. Dick
Continuous Reflectometry for Radius vs Time Experiments (CORRTEX) was used to monitor several conditions of blasts such as the detonation velocity of the explosive column, the functioning of different
Jan 1, 1985
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Improved Stability Through Optimized Rock BlastingBy R Holmberg, C Sjoberg, B Larsson
This paper describes the excavation of an underground naphta storage facility at Stenungsund in Sweden. The main purpose with this paper is to give an overall view of how the excavation was carried ou
Jan 1, 1984