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Underground Applications Using the New EZDrifter Dual Delay Detonator SystemBy Pierre L. Labelle
Non electric Dual Delay initiators have revolutionized many aspects of underground mining. The units are used in all types of underground blasting operations. Some operations, due to the complexity an
Jan 1, 1994
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Demolition of a Storehouse by the Blasting and the Simulation of the Demolition by DDA MethodBy Kunihisa Katsuyama, Yuji Ogata, Yuji Wada
The one free surface blasting of a concrete block was simulated by Discontinuous Deformation Analysis(DDA) method. Comparing the simulated results with the concrete block blasting experiment, the crac
Jan 1, 1996
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Desensitization and Malfunction of Cap-Sensitive Explosives and Delay Detonators (3c055ade-7146-4060-a860-4133718a0454)By Michael S. Wieland
This report focuses on the U.S. Bureau of Mines research regarding desensitization and malfunction of delay detonators and cap-sensitive explosives. Delay blasting in underground coal generates tremen
Jan 1, 1992
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Modelling Non-Ideal Explosives with Detonation Shock Dynamics (DSD) TheoryBy Lars Arne Granlund
Due to the coarse structure of mining explosives, one has to model a finite reaction zone,contrary to C-J calculations, describing their detonations, i.e they become dependent of diameter and confinem
Jan 1, 1995
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A Practical, Yet Technically Sound, Design Procedure for Pre-Split BlastsBy William Hustrulid
Pre-split blasting is a primary technique for creating slopes with a minimum amount of unwanted damage to the remaining rock mass. Rock slopes created in such a way have both safety-related and econom
Jan 1, 2007
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The Behavior of Rocks in the Near Zone of an ExplosionBy Serge V. Krasavin
The behavior of rocks subjected to dynamic loading conditions under explosion includes sufficient information about hydrodynamic variables such as pressure P, mass velocity U, internal energy E, speci
Jan 1, 1992
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Cost Optimization for Controlled Blasting, Transportation and CrushingBy Taner Sumer, H Altay Guvenir
Fragmentation in rock quarries is tried to be achieved by changing the specific charge, drill pattern and bore hole diameters by different experts. This paper is a brief summary consisting of the util
Jan 1, 1993
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The Importance and Advantages of Accurate Calculation, Evaluation and Control of Dragline MethodologiesBy K B. Holm
This paper deals with the advances made at Syferfontein Colliery in the calculation and control of dragline methodology. The high capital outlay and operating cost of a dragline necessitates strict co
Jan 1, 1994
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Blasting a Tunnel Through Folsom DamBy Gregg A. Scott, Gordon F. Revey
"The Folsom Dam is a 340-foot-high concrete gravity dam with embankment wing dams located on the American River about 20 miles northeast of Sacramento, California. Folsom Dam is operated andmaintained
Jan 1, 1999
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Underwater Explosions Part 3. Effects of the RDX Increments to the Shock, Gas Heave and Total Energy Values of TNTBy M. Hagfors
Underwater explosions have been used several decades for the determination energy content of explosives. It’s the only test method by which shock and gas heave energy values can be determined separate
Jan 1, 2006
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Application of Computer Blast Modeling to Oil Shale MiningBy P J. Hommert, D S. Preece
"Commercial development of the United States Oil Shale reserve will require substantial amounts of mining. In fact, even a modest 500,000 barrels per day industry requires a mining effort equivalent t
Jan 1, 1989
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How to Design a Blast with Computer SimulationsBy R. F. Favreau, P. Favreau
Rock excavation is the first process in the cycle of operation of a mine, and efficient blasting is paramount to the profitability of the mine. The traditional way to design blasts has been by trial a
Jan 1, 2002
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Physical Interpretation of Free-Surface Ground Motions from Chemical and Nuclear Explosions: (Operational and Synthetic Seismograms)By Brian W. Stump
"Seismic waves from explosions can be used to characterize physical processes in and around the source. The quantification of absolute levels of ground motion is important for minimizing impact on nea
Jan 1, 1990
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A Revolutionary, New Microballoon Ammonium Nitrate Prill that Increases Explosive Performance Through Controlled PorositBy Attie J. Goosen, William L. Spiteri
Although the physical characteristics of ANFO made from porous prilled ammonium nitrate (PPAN) have been altered by the addition of crystal modifiers, the optimisation of prilling processes and the ad
Jan 1, 1995
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Professional Steps in the Blasting ProcessBy Mark William Withey
"Blasting safety in surface mining is a necessary industrial goal. Proper techniques and disciplinesexercised during the blasting process enhance the probability of achieving that goal.The blasting pr
Jan 1, 1995
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Use of High Density Ammonium Nitrate in BlastingBy Lex L. Udy
Properties of an explosive which itiuence its performance on rock breakage are analyzed in relation to the rock: hardness and a discussion on the interaction of an explosive with the rock during the b
Jan 1, 1995
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Throw Blasting with Greater than 50 Meters of OverburdenBy John Haviland, Richard E. Danell
"BHP Australia Coat Pty Ltd (BHPAC) operates seven large open pit coal mines in the Bowen Basin ofCentral Queensland, Australia. These mines have operated for periods ranging from 16 to 37 years. All
Jan 1, 1995
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A Topographical Map of the Innovation Landscape (ABSTRACT PAGE)By Leon Lorenzen, Victor E. Ross, Anton W. Kleingeld
"Key to successful innovation, whether at organization, industry or national level, is the alignment and utilization of resources in the most appropriate and efficient way. Innovation needs to be dire
Jan 1, 2003
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The Efficiency of Blasting Versus Crushing and GrindingBy Jack Eloranta
"This paper compares energy requirements for blasting, crushing and grinding. By tracking electricalconsumption for various powder factors, a general trend has appeared. This study involved over 100mi
Jan 1, 1998
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Numerical Modeling of the Circular-Cut using Particle Flow CodeBy Young-Dong Cho, Yonghun Jong, Dong-See Shim, Seokwon Jeon, Chung-In Lee
The most important operation in the tunnel blasting procedure is to create an opening in the face in order to develop more free surface in the rock mass. This operation is highly dependent on the cut
Jan 1, 2005