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The Development of Methods for Minimizing the Overbreak in Tunnel BlastingBy Dong-Hyun Kim Kim, Tai-Ro Lee, Young-Hwa Seo
Overbreak occurred inevitably in a tunnel excavation, is the main factor for increasing cost and period in tunnel projects. Furthermore the damage to the remaining rock mass related to the overbreak c
Jan 1, 2003
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The Benefits of Electronic Blasting Systems for Use in UG Mass Pillar Blast DesignBy Felix Torres
CVRD is one of the largest mining companies in the world. Adoption of new technology and improving operational efficiency are top company priorities. Initiatives in these areas have driven continuous
Jan 1, 2003
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The Experimental Study on Gas Detonating System by New-Type of Gas SourceBy Chen Jianping, Wu Li, Wei Banyun, Chen Canchang
Liquified petroleum gas mixed with oxygen has been used as a new type of mixed gas source for gas detonating system. The experimental studies have been done on the detonation feature of gas detonating
Jan 1, 1999
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Further Improvement to a Safe and Efficient Procedure to Blast, Excavate and Dispose of a Reactive Rock Type (ce9ea776-1b07-4cf4-ab21-135f14ac5eea)By M Ash, P Bellairs
The world class iron ore mines at Mt Whaleback, Tom Price and Paraburdoo located in the Hamersley Province of Western Australia must mine the Mt McRae Shale to obtain high grade ore from the Dales Gor
Jan 1, 1995
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Explosion Shock Separation: A New Approach in Pretreatment Technique of Lignocellulosic MaterialsBy Wang Xuguang, Tian Ruigi, Xiong Shangbin, Xiong Daiyu
Combining action features of explosive shock with those of natural lignocellulosic biomass structure, we have successfully developed a new explosive shock dilatation and separation technique for pretr
Jan 1, 1998
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The Journal of Explosives Engineering Vol 21 No 3 - Dynamite DazeI was lucky to land a job in the powder business. I was looking for some way to support my wife and first child to be when I saw an ad in the Hercules magazine, “Explosives Engineer” for technical rep
Jan 1, 2004
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Emulstion Explosives TechnologyBy David G. Borg
Emulsions explosives, like slurries or water gels, are water based explosives. Emulsions were first introduced as a packaged blasting agent in the late sixties. Since then, many new variations have be
Jan 1, 1994
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The 8 Millisecond, "Criterion": Have We Delayed Too Long in Questioning It?By Douglas A. Anderson
The simplest method used to predict ground vibration from blasting is scaled distance -the distance from a blast divided by the square root of the Pounds per delay. Pounds per delay is defined as the
Jan 1, 1989
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Using Vibration Prediction to Reduce Blasting Costs and Complaints (c2b05a63-1c96-45ce-a036-acc1a0a37215)By Thomas Leonard, Philip R. Berger, Bryan E. Papillon
Bardon Trimount Inc., a large producer of aggregate, crushed stone, and concrete, was experiencing significant public opposition to its five quarries in the Boston area. It was believed by the authors
Jan 1, 1996
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Computer Modelling of Cast BlastingBy G K. Jorkenson
Blast designs to cast a percentage of overlying waste rock off coal seams differ greatly from conventional blast designs for surface coal mines. Today, blasting engineers can benefit from computer si
Jan 1, 1989
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Blast Vibrations: A Critical Component of Dilution Control at an Underground MineBlast vibration analysis under relatively near-field conditions has been carried out in a narrow-vein underground operation. The objective was to characterize the vibration signal (particle accelerati
Jan 1, 2003
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Velocity of detonation of Non-Ideal explosives: investigating the influence of confinementThe VoD of non-ideal explosives depends on the charge diameter and the thickness, strength and sound velocity of the confiner. VoD measurements are made to evaluate explosives for development, quality
Jan 1, 2007
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The History and Development of Permissible Explosives for Underground Coal Mining (99bcf922-54c7-4892-afa2-e6992e96fe29)By Robert B. Hopler
First, a definition: “an explosive is called a permissible explosive when it is similar in all respects to the sample that passed certain tests by the national Bureau of Mines, and when it is used in
Jan 1, 1995
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Customer Site Safety at OricaBy Frank Barker
Mining operations present a very different environment to the suppliers of explosives, initiating systems and services, both on surface and underground. Typical hazards include underground movement, a
Jan 1, 2000
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Design of Large-Scale Choked Destress Blasts in Mine Pillars Using the Empirical Destressability Index MethodologyBy Richard Brummer, John Hadjigeorgiou, Patrick Andrieux
Some of the major challenges associated with underground mining at depth and/or under high extraction ratios are related to the resulting high stress levels, which can lead to the failure and collapse
Jan 1, 2012
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Air Decking at Duvha, a Technical EvaluationBy S A. Steyn, P Terrett
Air decking has become a widely practised method internationally for modifying fragmentation results and providing cost savings from reduced explosive consumption. Duvha has been applying air deck tec
Jan 1, 1995
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Blasting with a Spherical Charge at Serra Geral MineBy Marcello Crispi, Valdir Silva, Juarez Moraes
Companhia Vale do Rio Dote - CVRD is the largest mining company in Brazil and the largest iron ore producer in the world. Serra Geral Mine (SGM) is located at Iron Quadrangle of the State of Minas Ger
Jan 1, 2002
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A Study of Misfires in MiningBy Larry R. Fletcher
A misfire results when explosives fail to detonate as planned during a mine blast. Accidental detonation of misfires is a frequent cause of personal injury, equipment damage, and lost production. In a
Jan 1, 1983
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Vibration Controlled Blast Timing Optimization Using the Seed Waveform Modeling ConceptBy Frank Sames
Ground vibration levels are generally predicted using equations such as the USBM equation implementing the scaled distance concept and describing geological and blast design parameters in a ground tra
Jan 1, 1995
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Vibration Control in a Tunnel Project under an Existing HospitalBy Pertti Paavola, Hikki Rasanen
This paper describes a very exacting tunneling project. Planning and technical realization of this service and transportation tunnel was especially difficult as a matter of vibration control, because
Jan 1, 1997