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The Effect of Rock Strength on Perimiter Blasting and the "Blastibility" of Massive RockBy Qingshou Chen, Paul N. Worsey
It has been recently argued that rock strength has little effect on the final results of pre-split blasting and is of only minor importance when blasting rock in general. However, it can be shown that
Jan 1, 1986
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Blasting Cost Minimization at Duvha OpencastBy S A. Steyn, I P. Douglas
Duvha Opencast is a large South African dragline operation supplying coal to the Duvha Power Station which is operated by Eskom, the state power utility. For Duvha to remain competitive with other col
Jan 1, 1991
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Shot Improvements through Field Controls: Applications of Passive Laser Survey SystemsBy B H. A Brown
The components of passive laser survey systems and their relative functions are presented. A general outline of the capabilities and the information available are followed by two case histories. These
Jan 1, 1990
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The Comminution Theory Applied to Rock BlastingBy Carlos Agreda
A general review of the comminution theory and also the general differential equation of the comminution are described, analyzed and discussed in order to be applied to rock blasting. Some size distri
Jan 1, 1994
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Backstoping with Millisecond Delay Timing at the Sunshine Mine, Kellogg, IdahoBy Dale Nies
In the past, cap and fuse has been the only economical and efficient initiation system capable of providing sequential timing, ease of loading and hookup, and unlimited borehole number for backstope r
Jan 1, 1989
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Effect of Joint Separation and Filling on Pre-Split BlastingBy Shijie Qu, Paul N. Worsey
Pre-splitting has become widely adopted for the formation and protection of final surface rock excavation profiles in both large scale civil construction and highway rock cuts. Jointing has been shown
Jan 1, 1987
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Small Scale In-Rock Precompression Testing: Effects of Delay TimingBy J J. Mullay, G W. Anderson, C J. McFinley, J F. VanNorman, C J. Kefer
Previous work has shown that testing of precompression effects conducted on a small scale under simulated field conditions in actual rock provides a reasonable model for the evaluation of explosives a
Jan 1, 1994
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A Novel Prediction of Blasting Vibration ParameterBy Bin Feng, Xiang Fang, Tao Guo, Fandong Lu
Abstract: Rough set theory (RS) can find useful information from a large number of data and generate decision rules without prior knowledge. Support vector machines (SVM) have good classification perf
Jan 1, 2014
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Determination of the Initiating Strength of Commercial Detonators Using an Explosive of Adjustable SensitivityBy J Edmund Hay
Previous work by the Bureau of Mines to develop a test for determining the initiating strength of commercial detonators has been modified and extended. Recently reported results by the Bureau used a
Jan 1, 1993
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Production Blasting at the Empire MineBy G J. Kulbieda
The Empire Mine initiated production in 1963. Since then the unit operations of drilling and blasting have evolved continually in order to meet the increased mining requirements demanded by plant expa
Jan 1, 1981
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Electronic Detonators: Growing Success in Transforming RockbreakingBy Claude Cunningham
AEL’s Electronic Delay Detonators are in routine use and growing in both volume and breadth of application in Africa. This trend will continue and grow internationally owing to increasing pressure on
Jan 1, 2004
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Insurance - Safety is the Only PolicyBy Charles D. Sutton
Safety is an important part of the everyday activity for the explosives industry. The overall accident experience has not been adverse, however, many insurance companies have eliminated coverage for e
Jan 1, 1987
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Controlled Blasting During the Empress Riverboat Expansion ProjectBy Barbara A. Sciever, John H. Sr Schue
Riverboat gambling has caused quite a sensation among people since its talk of coming to Illinois. The year 1992 marked the start of an era for people that had a penchant for gambling, it was the year
Jan 1, 1995
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Field and Analytical Analysis of Structural Damage Criteria from BlastingBy Shad M. Sargand, Manseok Chang, Glenn A. Hazen
Customarily, peak particle velocity of surface wave vibrations has been the recommended criterion for the prediction of blast damage to structures. Currently blast spectrum and natural frequencies of
Jan 1, 1992
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Surface Blaster Training and Licensing in PennsylvaniaBy Charles A. Nork
Licensing of surface blasters as a regulatory requirement has been in effect in Pennsylvania for more than twenty years. Training of license applicants was begun in 1971 on a random basis. Formalizati
Jan 1, 1985
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Blast Design of Shafts and Adits in Vibration Sensitive Environments - An Alternative to the "Pie" or "Series" Method-By Roger L. Keller
This paper covers the design and test blast procedures for several drop shafts and edits leading to the completion of a recent Rochester Pure Waters Expansion Project . Due to the projects "in-town" p
Jan 1, 1991
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Control of Blast Overpressure and Vibrations at the Underground Research LaboratoryBy D P. Onag, B Mohanty
AECL Research (AECL) has constructed an Underground Research Laboratory (URL) as a facility for research and development in the Canadian Nuclear Fuel Waste Management Program. The objectives of the pr
Jan 1, 1991
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How the Blasthole Burden, Spacing, and Length Affect Rock BreakageBy Norman S. Smith, Richard L. Ash
Relationships between the three design factors of borehole burden, spacing, and length that control rock breakage were examined by means of reduced-scale bench blasts in dolomite. A set of three indic
Jan 1, 1977
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Development of the Wireless Initiating System Using Microwave PowerBy Masanobu Morita, Koichi Kurokana, Kenji Hashimoto, Yoji Tasaki, Yukio Iida
"It has been the long desire of blasting engineer to realize the automatization of tunnelblasting to improve the safety and efficiency. As for bore hole drilling, the automatizationhas been achieved b
Jan 1, 1993
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Derivation of Fracture Intensity from Measured FragmentationPrediction of fragmentation in Taconite Mining is an important aid to blasting engineers. A simple theory relates the intensity of radial fracture per unit length to distance from the borehole, from w
Jan 1, 1996