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Blasting with ANFO/Poylstyrene MixturesBy Karl Kure, Anders M. Heltzen
Mixtures of prilled ANFO and 0,5 - 3 mm polystyrene balls are interesting substitutes to the tube charges or other types of reduced explosives or detonation fuses. Experiments have shown detonation ab
Jan 1, 1980
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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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Fixortm -A New Approach to Neutralizing Landmines and UxoBy Bill Bauet, John Anderson
There are always security concerns when explosives are transported and stored, and these concerns are intensified in peacekeeping operations where explosives could fall into the wrong hands. MREL Spec
Jan 1, 2001
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Iron Ore Company of Canada (IOCC) Blast Optimization with Emulsion ExplosivesBy M Lemieux, R Mason
The SABREX blast modeling program was introduced to I.O.C.C.'s Carol Lake Iron Ore Project in December 1987. As part of CIL's Technical Services, SABREX was used to implement an optimization program d
Jan 1, 1989
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Geophysical Exploration, Blasting Parameters, and Fragmentation in QuarriesBy Ivan Kovac, Pero Marjanovic, Branko Bozic
"The paper deals with results of geophysical survey of the rock masses, and the blasting parameterswhich have effect on the fragmentation in quarries . A relationship between the burden, which is the
Jan 1, 1999
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Influence of Blast Delay Time on Rock Fragmentation in a 22-FT BenchBy Mark S. Stagg, Stephen A. Rholl
The Bureau of Mines is studying blast delay timing influences on rock fragmentation in a series of tests that started in 3-ft concrete blocks, progressed to 45in-bench reduced-scale tests in massive d
Jan 1, 1988
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Strategy, Innovation and Change - Challenging the Future at the Gregg River MineBy Rick W. Bellenie, Ronald L. Woolf
The Gregg River mine is located 40 kilometres (25 miles) south of Hinton, Alberta, approximately 330 kilometres (205 miles) west of Edmonton and lies against the Front Range of the Rocky Mountains.
Jan 1, 1994
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Electro-Magnetic Induction Blasting SystemBy Koichi Kurokawa, Takeo Ueda, Yoji Tasaki, Masashi Nakano
We have developed a new firing system which simplifies the handling and extensively increases the safety in electric blasting operations. Based on the principle of the transformer, this system is oper
Jan 1, 1986
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Overview of the UNI Tronic™ Electronic Blasting SystemBy Albert van Niekerk, Mick Lownds
Overview of the UNI Tronic™ Electronic Blasting System
Jan 1, 2004
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Optimizing Rotary Drill PerformanceBy George P. Jr Schivley
Data is presented showing Penetration Rate (PR) versus Force-on-the Bit (FB) and Bit Angular Speed (N). Using this data, it is shown how FB and N each uniquely contribute to the PR for any particular
Jan 1, 1995
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The Safe Elimination of Buried Explosives Near Gillette, WyomingBy William H. Snyer, Victor A. Sterner
A cache of buried explosives was discovered by ICI Explosives, USA Inc. at one of their sites near Gillette, Wyoming. An intensive investigation conducted by ICI management indicated that nitroglyceri
Jan 1, 1997
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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 Development of a Low Shock Energy Ammonium Nitrate Based Explosive (719231f0-e844-434c-a59b-03c7b4557859)By Jaki M. Wilson, Neville T. Moxon
The detonation pressure of ANFO can be significantly reduced by the addition of low density materials such as polystyrene, bagasse, sawdust or perlite. Laboratory and field test results have shown tha
Jan 1, 1989
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Control of Ground Vibration from Surface Blasting Operations Using Computer Simulations to Evaluate the Effects of Cap ScatterBy Alday B. Andrews
A computer program called Seiswise that predicts the character and intensity of ground vibration generated by surface blasting operations was developed and field tested. The program uses the time hist
Jan 1, 1990
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Fines Reduction Program at the Canadian Salt Company (fdcbe6d6-d49f-4e71-af9e-e1942cd6d9c3)By John M. Bolger, Keith E. McMaster
Excessive salt fines are undesirable in underground salt mining as they are considered a costly waste by-product. This paper describes an extensive explosive application program conducted at The Canad
Jan 1, 1996
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Mine Closure For Public Safety While Creating Endangered Species HabitatBy Dale Ramsey
Located in the Chestnut Ridge Mountains of Southwestern Pennsylvania, the Casparis mine named for the founder Kenneth Casparis operated from 1916 until the early 1950. producing crushed stone for cons
Jan 1, 2006
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Engineering Considerations for Blasting at the Hanging Lake Tunnel Project, Glenwood Canyon, ColoradoBy Thomas R. Scotese, John L. Ackerman
The Hanging Lake Tunnel Project represents a major portion of the Glenwood Canyon Project, the last piece of Interstate 70 to be constructed. The project features twin bore, large span rock tunnels an
Jan 1, 1992
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The Application of the Super Video Camera and VCR Equipment with Editing Capabilities to the Analysis of Commercial Blasting OperationsBy Floyd W. Crump
New technology in video equipment, such as Super Video Tapes, Super Video Camera Recorders equipped with high speed electronic shutters, and VCR's with editing capabilities make it possible to resolve
Jan 1, 1991
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Mass Blast Blastingng Techniques as Practised at Mount Isa Mines LimitedBy Robert E. Miller
Mass blasting of open stopes and pillars is a normal operating practice at Isa Mine. Three main parameters are used to classify the types of mass blasts. These are type of explosive used, blasthole di
Jan 1, 1980
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Observations on the Performance of Concrete at High Stress Levels from BlastingThis paper presents a brief discussion of three case histories to illustrate several aspects of the question of blasting in or immediately adjacent to concrete. The results demonstrate a need to make
Jan 1, 1980