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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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Using State-of-the-Art Techniques for Positioning Mining EquipmentBy George P. Schivley
The careful positioning of the drill rigs that drill the holes into which explosives are then loaded is critical to the success of the subsequent blast. Today a system of satellites in space, each tra
Jan 1, 1996
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Vibration Analysis SoftwareBy Charles H. Dowding
This paper describes NUVIB, analytical software to digitize, analyze, display, and plot time histories generated by blasting and construction vibrations. It is available in conjunction with a new book
Jan 1, 1997
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The Influence of Variable Geology on the Blasting of Arkensas BauxiteBy David A. Smith, B L. Jr Lindsey
Arkansas bauxite varies enormously in its consistency and composition which makes blasting a very difficult operation. Blasting rounds have to be designed based on each particular mine's ore character
Jan 1, 1979
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Metafex Composites: Safe, Energetic, Economical Replacements for ExplosivesBy David Davison, Richard Johnson
Metal-oxidant blends are ordinarily unsuitable as diiect replacements for explosives, because the reaction occurs too slowly. Oxide coatings protect metals, preventing or delaying reaction. By contras
Jan 1, 1999
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Investigative Studies on the Explosives Characteristics of Loxite ExplosivesBy Kamal Wadhwa
Liquid oxygen explosives have been used in India for well over 5 decades now. These are being extensively used both for shallow and deep hole blasting in the various opencast mines and quarries for mi
Jan 1, 1991
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Fragmentation Control Through the Attenuation of Explosively Produced Shock WavesBy S B. Richardson, N T. Moxon, A C. Torrance
In many mining situations the energy released by an explosive is far too high and results in over fragmentation and excessive damage to the surrounding strata. Laboratory experiments have demonstrated
Jan 1, 1989
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Rock Characterization, Blasting, and Vibration Control Program in Southwest FloridaBy H. Frank Murati, D. S. "Sax" Saxena
The presence of a mobile home park with drinking water wells created a unique geoenvironmental deterrent to the developer’s plans for effective rock blasting, excavation, and development of water mana
Jan 1, 2002
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In-Plant Demolition of 900 Cubic Yard Machine BaseBy Ed Jr Smith, Calvin J. Konya
The purpose of this paper is to describe the case history of a blasting project conducted jointly by Precision Blasting Services and Cherokee Explosives. It is the intent of the authors to show how bl
Jan 1, 1986
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Silently Controlling Cracking TechnologyBy Guang-Xin Li, Rui-Ping Guo
Based on the analysis of factors affecting the cracking performance of Silently Cracking Agent (SCA), a new SCA structural model is built and a study on the swelling mechanism of SCA and a method to i
Jan 1, 2000
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Geologic Data for Blasting at the Minntac MineBy John Eloranta
This paper is a case study showing the assembly of available rock property parameters for the purpose of blast design. Blast optimization now includes subsequent milling and requires a full knowledge
Jan 1, 1996
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Progressive Cavity Pump Safety ImprovementBy Alfred Osborne
Progressive cavity type pumps are widely used by commercial explosive manufacturers for pumping water gel, emulsion and emulsion / ANFO blend explosives. Tests by explosives companies and investigatio
Jan 1, 2002
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Journal: Blast Vibration and Seismograph Section / Post Blast Assessment Using Blasting Seismograph DataBy Kenneth Eltschlager
Post-blast assessment techniques using off-site data which includes location, seismograph and photographic data were discussed during the Blaster’s Weekend at this year’s ISEE Conference. Blast and pr
Jan 1, 2007
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Considerations on the Effect of Blasting on Downstream PerformanceBy Lyall Workman, Jack Eloranta
In this paper results of drill to mill research are examined. It is found that several descriptors of blasting results change when the powder factor is increased. Fragmentation shifts toward a finer d
Jan 1, 2009
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Explosive Energy and Muck-Pile DiggabilityBy Dale S. Preece, Stephen H. Chung
"In bench blasting, the distribution of loaded explosives with respect to the burden rock has strong effects on digging especially at the toe area. Blast design often focuses on other results such as
Jan 1, 1999
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Minimum Burning Pressures of Commercial ExplosivesBy P. D. Lightfoot, C. Badeen, R. Turcotte, D. E. C. Jones
Following localized (i.e. hot-spot) ignition, there is a minimum pressure required for combustion to propagate in water-based commercial explosives. The latter is usually referred to as the ‘Minimum B
Jan 1, 2004
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Prediction of Burden Velocity in Bench BlastingBy Shih Wen Wang, Ronald R. Rollins
A blast casting model is proposed to predict the burden velocity in bench blasting. This blast casting model is the first theoretical model that 1) explains the throwing procedures and mechanisms, 2)
Jan 1, 1992
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Test and Study on Hard Rock Blasting in Drift-Pilot of Qinling TunnelBy Qi Jingyue, Wang Zhongquian, Yang Nianhua
Qinling Tunnel is the longest tunnel in China. The rock stratum is very hard rock - intact mixed gneiss. At the beginning of the construction, drift-pilot excavation is very costly due to the use of r
Jan 1, 1998
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The Development and Testing of a Non-Invasive Sub-Surface Blast Movement Measurement Technique for Surface MinesBy Pierre Mousset-Jones, Geraint W. Harris, Robert Karlin, Jaak Daemen
In order to minimize the ore dilution induced by blast movement in surface mines it is necessary to quantify such movement. This will make it possible to more accurately locate the grade boundaries on
Jan 1, 1997
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Single Round Blasting of 10 Food Diameter x 65 Foot Depth Emplacement Shaft Collars at the Mercury, Nevada Test SiteBy Tom Short, Bill Beam
Some of the weapons testing shafts at Mercury, Nevada require depths of 1000ft and diameters of 10 feet. The top 40 feet to 65 feet is drilled, blasted and excavated by Large caisson type augers in or
Jan 1, 1991