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Blasting Parameters for Concrete Fly-OversBy Bob de Raadt
The main problem in blasting a fly-over spanning a main road is the brief time available for blasting and the removal of the debris, in order to minimize the ensuing traffic disruption in the public h
Jan 1, 1984
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The Measurement and Control of Blast Induced Damage of Final Pit Walls in Open Pit MiningBy William R. Adamson, Carlos R. Scherpenisse
The successful development of surface mining operations depends, amongst other factors, on the successful creation of final pit walls which offer long term structural stability. The achievement of suc
Jan 1, 1998
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Small Borehole Blasting in High Liability LocationsBy Geff Gordon, Dale Nies
Small diameter borehole blasting can be very efficient and cost effective. As residential development continues to expand, many areas are now requiring blasting for site preparation and upgrading old
Jan 1, 1990
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Complete Computer Simulation of Crater Blasting Including Fragmentation and Rock Motion (2000 International Society of Explosives Engineers)By Dale S. Preece, Lee M. Taylor
Computer simulation of the physics involved in conventional rock blasting can be split into two phases; transient stress wave propagation and rock motion. Because the two phases involve totally differ
Jan 1, 1989
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Cycled Prill - A New Generation of High Performance High Density of ANFO ExplosivesBy C James Dahn
A new generation of high performance and high density ammonium nitrate prills have been developed. These cycled "prills" offer significant improvement in ANFO mixing time, detonation velocity performa
Jan 1, 1980
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Recent Advances in the Effect of Velocity of Detonation and Gas Pressurization on Fragmentation in Layered RockBy K Uenishi, H P. Rossmanith, N Kouzniak, A Daehnke
This contribution presents an introduction into that part of the field of elastic wave propagation which is relevant to blasting of boreholes and addresses briefly borehole breakdown and the formation
Jan 1, 1998
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Presplitting and Collapsing Part of an Old Underground Room and Pillar MineBy Dennis Dobson, Keith M. Henderson
Lone Star Industries, Inc. in Cape Girardeau, Missouri operates an open pit mine to produce limestone for its portland cement manufacturing plant. The present mining method, for safety and legal reaso
Jan 1, 1997
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Wall Control Blasting at the Manassas QuarryBy J Lyall Workman, Peter N. Calder
The Manassas Quarry is a large industrial stone quarry in Northern Virginia owned and operated by Vulcan Materials Company. The quarry experienced instability in a portion of the north wall, which inc
Jan 1, 1992
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Using Uniformly-Sequenced MS Delay Periods To Reduce Vibration from Quarry BlastingBy A B. Jr Nunn, W C. Gould
Good community relations is a major concern at this central Virginia aggregate quarry. In this paper, the authors describe the use of a new electric millisecond delay initiation system that has reduce
Jan 1, 1986
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The Design, Implementation and Optimization of Casting Blasts in Strip MiningThis paper describes experience in designing and implementing casting blasts over the past fifteen years. Important design parameters such as powder factor, burden and spacing, blast pattern geometry,
Jan 1, 1995
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A Mechanical Sensitization Model of Composite ExplosivesBy Pharis E. Williams
The ability of voids, microballoons, and even solids to sensitize explosives has been known and used for many years. This phenomenon has generally been studied and reported under the terminology of "h
Jan 1, 1992
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Explosives Selection to Minimize the Risk of Dust Explosions in Underground MinesBy Q Liu, P D. Katsabanis
Dust explosions in underground sulphide and oil shale mines result from the detonation of explosives in the blasting operations. Explosive composition, oxygen balance, priming and ideality of detonati
Jan 1, 1991
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Analysis of Measurements Results of the Ground Vibration Induced By Blasting During the Tunneling for Istanbul Subway in TurkeyBy Gungor Tuncer, Ali Kahriman, Abdulkadir Karadogan, Simav Bargu, Savas Gorgun, Derya Kucukbrtem, Esat Tansev
Although many research studies had been carried out in the past in order to eliminate environmental issues produced from blasting unfortunately a general approach or formula has not been established y
Jan 1, 2002
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Comparison of Techniques Used to Develop a Slot RaiseBy Mauro F. Dobran
The use of Slot Raises has been common for many years. The following presentation will compare various methods of developing these Slot Raises and introduce two new ones.
Jan 1, 1996
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P-Wave and S-Wave Velocity Measurement for Stress-Strain AnalysisBy Karl E. Burger
Recently an experiment was completed at the Golden Sunlight Mine, a property owned by Placer Dome Inc. of Vancouver, British Columbia, to measure the Body Waves entering their highwall created by blas
Jan 1, 1989
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Potential Blaster Liability under CERCLABy Charles A. Kliche
The Comprehensive Environmental Response, Compensation and Liability Act of 1980 (CERCLA) established a national program for responding to releases of hazardous substances into the environment. The fu
Jan 1, 1997
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Don't Wage War in the Media, or Be Silent and Forfeit It All!By S D. Cummings
"CRACKS CONCERN CORPORATION" Was the headline on the front page of the Terre Haute Tribune Star, March 1994. Having spent several years following up on blast-induced damage allegations made this artic
Jan 1, 1995
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A New Day for DynamiteBy Scott E. Winston, Spencer C. Watson
Dynamite is a generic term for a variety of high explosive formulations containing a blend of liquid and solid nitrate esters co-mixed with solid oxidizers and carbonaceous fuels. Dynamites can be div
Jan 1, 1985
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Magazines -- Current Regulations & Common SenseBy Paul E. Thompson
Current magazine regulations are designed to avoid injury or property damage caused by accidental detonation as well as to store explosives securely. The primary emphasis appears to be the avoidance o
Jan 1, 1990
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Vibration Criteria for Landmark StructuresBy John R. Schuring, Walter Konon
The 2.0 in./sec. peak particle velocity criterion traditionally used to protect structures from blast induced vibration damage is non-conservative for landmark structures. Various factors which must b
Jan 1, 1984