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Underwater Plug Blast at Manic-C Hydro-Electric ProjectBy P Albert
A wedge-shaped underwater rock plug has to be blasted in order to tap the reservoir and furnish water to a new underground powerhouse at Manicouagan-5. The paper deals with the design and engineering
Jan 1, 1984
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Numerical Modeling of the Effect of High Stresses on Blast Induced DamageBy A. S. Tawadrous
The stress field around a detonating charge in a borehole was calculated using AUTODYN for a variety of in-situ stress conditions. Calculations were conducted for zero in-situ stress, hydrostatic cond
Jan 1, 2007
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Evolution of the AvalauncherBy John Brennan
The Avalauncher has been an integral tool for avalanche mitigation work for close to 50 years. With their ability to place a kilogram of high explosives up to two thousand meters away, they routinely
Jan 1, 2009
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The Mitigation Effects of a Barrier Wall on Blast Wave PressuresBy Nathan Rouse
This blast mitigation study examined the effects of a barrier wall on explosively driven pressures. This area of blast mitigation is of interest due to the many different applications involved in prot
Jan 1, 2012
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The Demolition of Genoa's Silos, An Example of SynergyBy Amanda Verno, Danilo Coppe, Andrea Reggiani, Adolfo Bacci
The methodological example that comes from the demolition of the Genoa grain silos, should not been considered as an auto-celebration of a difficult project successfully executed, but should serve as
Jan 1, 2005
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What a Gas: Blasting Under Pressure (8726b99d-0c1c-4f90-bc37-7481da7b7d20)By Jerry R. Wallace
This project consisted of blasting for expansion of a major interstate natural gas transmission pipeline pump station. The pump station handled 400-500 million cubic feet (11-14 million cubic meters)
Jan 1, 1996
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Integrated Software Tools and Methodology for Optimization of Blast FragmentationBy Kirstin Girdner, Vicki Seppala, Tom BoBo, John Kemeny, Mike Higgins
Optimal blast fragmentation is fundamental to all phases of comminution. Changes in blast design may affect efficiency and productivity of downstream processes such as crushing, milling and leaching,
Jan 1, 1999
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Post-Blast Generation of Explosive Gases in Large Diameter Non-Breakthrough Bore HolesBy R W. Bellenie, P N. Blakey
The phenomena of post detonation gases in muckpiles is reasonably well known. It causes the 'rumbling' noises occasionally heard after a blast in open pits or quarries and is thought to occur due to i
Jan 1, 1980
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Predictions of Fines Generated Around a Blasthole Using a State-of-The-Art Constitutive Model"Recently, an effort was made to calibrate the Riedel-Hiermaier-Thoma (RHT) material model to reproducethe behavior of granite under impact and explosive loading conditions. The study concluded that t
Jan 1, 2012
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Blasting a Very Big Boulder Under Adverse ConditionsBy Brad Johnson
Homestake Mining Corporations' open cut operation at Lead SD. experienced a highwall failure in October of 1993. The failure released a 75' section of rock wall at the 5280' level. It came to rest on
Jan 1, 1995
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Explosive Jointing of Reinforcing Steel RodsBy N Vijay Mohan, K V. Balamukund, G Ananth Ramulu
Jointing of steel rods in reinforced concrete structures needs careful consideration as it renders the structure weak at the joint. The jointing is usually done at sections of structural members, wher
Jan 1, 1993
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The Importance of Explosive Energy on Mining CostsBy John T. Day, Lex L. Udy, Mark L. Thomas
When we consider that the purpose of blasting is to fragment rock or ore so it can be subsequently handled and processed, we can see that the cost of blasting, in reality, affects all downstream steps
Jan 1, 1987
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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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Underwater Energy Measurements for Aluminized and Nonaluminalized Emulsion and Watergel Type Commercial ExplosivesBy Oldrich Machacek, Gary R. Eck
The underwater detonation test method has been long recognized as a useful tool for the evaluation of the energy release and relative effectiveness of commercial explosives. In this study, underwater
Jan 1, 1990
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A New Approach to Predict and Reduce Blast Vibrations by Modelling of Seismograms and Using a New Electronic Initiation SystemBy R Ludeling, Klaus G. Hinzen, Ulrich Steiner, Friedrich Heinemeyer, Peter Roh
A method for hybrid modelling of blast vibrations in time domain is developed. Field seismograms of single shot experiments are combined with computer simulations. In this way firing times of blasthol
Jan 1, 1987
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Blast Monitoring at Atcom for Improved Blasting EfficiencyBy D J. P Jordan, C V. B Cuningham, A J. Rorke, C G. Ladds, O L. Davey
"During the early stages of the boxcut mining at the Arthur Taylor Colliery, Open Cast Mine(ATCOM), problems were experienced with blasting results. Very large boulders andportions of completely unfra
Jan 1, 1993
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The Effect of Powder Factor on FragmentationThis paper examines the hypothesis that the fragment size distribution of blasted rock contains information about the changes in fragment sizes with distance from the borehole, and that this informati
Jan 1, 1997
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The Application of Likelihood Ratio Test to Blast Vibration AnalysisBy W. J. Birch
The dedicated documenting of blast design and vibration monitoring results forms part of the best practice methodology for today’s blasting operators. This allows regression curves to be constantly up
Jan 1, 2004
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A Novel Initiating System for Blasting ExplosivesBy R Fox, R Watt
On behalf of ICI's group of explosives companies around the world, a research programme is being undertaken to develop a new electrical shotfiring system which will have markedly improved safety featu
Jan 1, 1981
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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