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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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Non-Electric Sequential Blasting for Open Pit Mining ApplicationBy C A. "Hawk" Hanger
"The paper that will be presented is an in-depth study of sequential blasting using standardnon-electric shock tube down hole timing along with surface M.S. connector timing.Included also will be a di
Jan 1, 1993
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Blasting Techniques to Control Roof Failure in an Underground Limestone MineBy Mike Koehler
An underground mine that produces aggregate limestone was in operation for approximately eight years when geological changes resulted in dangerous rock falls. The roof in the mine was not bolted; ther
Jan 1, 2002
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Benefits of Hercduct in Construction BlastingBy Thomas C. Jones
The purpose of this paper is to disseminate new information for nonelectric blasting in trenching and construction work. The presentation is not designed or intended to discredit conventional electric
Jan 1, 1984
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The Application of GPS Positioning and Drill Monitoring TechnologyBy Carl Hendricks
AQUILA Mining Systems Ltd. is the world leader in drill monitoring, control and GPS based drill navigation systems for the mining industry. This paper will review the general design and application of
Jan 1, 2002
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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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A New Generation of Drilling at the Minntac MineBy Don Thompson
The Minntac Mine drills and blasts approximately 75 million long tons of taconite per year. This requires drilling one million feet of 1 6-inch diameter holes. We are in the process of replacing our o
Jan 1, 1998
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Evaluation of Propagation Sensitivity of Commercial Explosives in Large Diameter HolesBy RR Vandebeek, A W. Bauer
The Canadian Explosives Research Laboratory regularly evaluates the properties of commercial explosives for authorization under the Canada Explosives Act. Propagation sensitivity is normally measured
Jan 1, 1987
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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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Low Strength Water Gel ExplosiveBy Michael M. Jackson
"The mining industry has for some time compared explosive energy requirements to theresults obtained using ANFO. Drill patterns, powder factors, and explosive bulk strengthshave all been developed bas
Jan 1, 1993
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Blasting Induced Ground Vibrations at an Earthquake Region in TurkeyBy Omer Yilmaz Erkoc, Gulsec Uyar Aldas
Blasting techniques, which have been used for a long time in Turkey, are powerful and economical tool in producing raw material in mining, quarrying, construction .etc. industries. The development of
Jan 1, 2002
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Safety Assessment of Hot Emulsion Matrix (Evaluation with large fallhammer test device and DDT test method)By Kunihisa Katsuyama, Yuji Ogata, Takuya Taguchi, Toshinori Arikiri, Yuji Wada, Kiyoshi Hashizume
The impact sensitivity of hot emulsion matrices was examined to investigate the safety assessment in the emulsifying equipment which forms the emulsion matrix in a water-in-oil type emulsion explosive
Jan 1, 1997
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Staggered Parallel Cut in Small Headings the Most Cost-Reducing Alternative to All Other Cuts in Mechanized DriftingBy Max Pena Woolcott, Winfried Rosenstock, Maria Chappuis, Walther Hennig
"In a Peruvian-German Technical Cooperation project for the Mining Sector the ""Milpo-cut"" along with the electric initiation system has been successfully implemented in a Peruvian metal-ore mine.Spe
Jan 1, 1994
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Attenuation of Blasting Vibrations in South Florida, Part IIBy Greg Mclellan, Mark Johnson, John Pepper
In this paper, the measured vibrations are plotted in terms of the individual PPV components versus Scaled Distance (SD) on logarithmic scales. The maximum PPV is pIotted on a separate graph and equat
Jan 1, 2001
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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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Calorimetric Determination of the Heat of Detonation of Commercial ExplosivesBy Q Liu, P D. Katsabanis
The energy output of crushed AN/FO, crushed AN/FO mixed with Aluminum (5%, 6.4% and 9.4% A1 by mass) and a commercial emulsion explosive has been measured using a detonation calorimeter. The charges h
Jan 1, 1993
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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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Fragmenting Oversize BouldersBy J Mensah, G C. Sen
Often large boulders of rock have to be fragmented in civil or mining engineering operations. These oversize boulders are encountered after primary blasts in both surface and underground excavations o
Jan 1, 1989
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Controlled Blasting Methods for Excavation of Rock and Concrete in Critical LocationsBy Gordon Revey
In construction and mining work, situations occasionally occur where hard rock or concrete must be excavated at locations near critical structures or utilities. Fearing damage from blasting, contracto
Jan 1, 2001