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Blasting Over 40 Feet of Toe Burden - A Case Study to Outline Modern Planning Techniques
The use of angled shot holes can be extremely effective in blasting faces that either have a great deal of toe burden or where it is difficult to give a drill access to a face due to backbreak and fac
Jan 1, 1994
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Blasting Effects and Recommendations when Blasting Near Pressurized Buried Pipelines
By John E. Wiegand
This study will discuss the AMAX Coal Co., Penndiana Pipeline Project, which was conducted in conjunction with the following parties: AMAX Coal Industries, (U.S.B.O.M.) United States Bureau of Mines,
Jan 1, 1994
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General Requirement for Effective Overburden Casting
By James D. Cook, Dan McCutchen
Effective overburden casting requires the efficient use of todays explosives and initiations systems if a mine is to survive. This paper uses a major coal stripping operation as an example of the prop
Jan 1, 1994
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Blasting at the Silver Cliff Tunnel Approaches Near Two Harbors, MN
By John Turner, James Lamb
The Minnesota Department of Transportation (MNDOT) has an extensive project to improve driving conditions and reduce hazards to motorists on US Highway 61 between Duluth, MN, and Canada along the nort
Jan 1, 1994
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Experiences with Electronic Delay Detonators in Major Production Blasts
By Claude Cunningham
Ths oonoept of precise. eooursts timing with Elsotronic Delay Detonators (EDD’s) was first ssriously sddresssd in ths mid 80’s end much wss made of the cheapness end profusion of digital wstohes in te
Jan 1, 1994
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Laser Initiation of Explosives (For Use in Conventional Electric, Nonelectric and Electronic Detonators)
By Don Novotny, Dana Spencer
In this workshop our intent is quite simple; that is that we will introduce a relatively new technology that may have applications in blasting applications. This technology is the laser initiation of
Jan 1, 1994
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Developmental Blasting in an Urban Environment
By Michael A. Barbaglia, Mark William Withey
The lift shot is an essential blast design in the execution of mine creation and expansion plans. Whether it be opening a new quarry, creating a new level in an existing operation, or for control of w
Jan 1, 1994
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An Investigation on Cracking of Glasspanes Due to Air Overpressure
By Bharat B. Dhar, M D. Nabinllah, A J. Prakash
The study is an approach made in simulating air overpressures induced by surface blasting from those produced during gallery blasting in the laboratory, and experiments conducted on a portable window
Jan 1, 1994
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Improved Methods of Blasting Concrete for Welland Canal Rehabilitation
By Ray Jambakhsh, Craig Copping
The St. Lawrence Seaway's Welland Canal has been undergoing a rehabilitation program that requires the removal of deteriorated concrete from the 25 meter high lock walls. Multi million dollar contract
Jan 1, 1994
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Environmental Effects of Marine Blasting in Canadian Game Rivers
By A Lance McAnuff, Marcus V. van Bers, Andrew Curic
During the summers of 1992 and 1993, blasting operations were carried out to effect the crossing of two of Canada's better known game rivers, the Nipigon and Winnipeg, in connection with the completio
Jan 1, 1994
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Underground Applications Using the New EZDrifter Dual Delay Detonator System
By Pierre L. Labelle
Non electric Dual Delay initiators have revolutionized many aspects of underground mining. The units are used in all types of underground blasting operations. Some operations, due to the complexity an
Jan 1, 1994
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Shock Waves and Detonations, Explosive Performance (Tiger Code Theory)
By Per-Anders Persson
This chapter deals with the concepts ofshock waves aud detonation waves together, because a detonation wave is really a shock wave, supported by the explosive reaction that the shock wave ignites and
Jan 1, 1994
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Small Diameter Explosives - Choosing for Underground Blasting Applications
By S J. Brace
About 180 000 tons of explosives are used annually underground in South Africa. Most is loaded into holes less than 50mm in diameter. 75% is consumed in the gold and platinum mines where holes are bet
Jan 1, 1994
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Case History: Controlled Demolition of a Reinforced Concrete Structure in San Sepolcro, Italy
By Roberto Folchi
This note deals about the controlled demolition work for the dismantling of an industrial structure in San Seplocro, Italy. The structure to be demolished, the FLOWERS SILOS, consisted in a multilevel
Jan 1, 1994
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The Application of Transfer Functions in the Prediction of Structural Response to Blast Induced Ground Vibration
By Robert A. Farnfield
This paper outlines the theory behind transfer functions and illustrates their application in the prediction of structural response to blast induced ground vibration. The ability to predict the respon
Jan 1, 1994
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Photographic Observation of Channel Effect in the Detonation of Emulsion Explosive
By Kazuyoshi Kawami, Fumihiko Sumiya, Kunihisa Katsuyama, Yuji Ogata, Koichi Kurokawa, Yuji Wada
When explosives are detonated in the borehole where there is an air gap between the explosive charge and the borehole of inner wall, the shock cave in an air gap travelling ahead of the detonation fro
Jan 1, 1994
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The Chemical Kiloton Experiment the Utilization of 50/50 Heavy ANFO at the Nevada Test Site
By Don Larson, Gordon Coleman
The United States Department of Energy, through its contractor Lawrence Livermore National Laboratory, has entered into a contract with Alpha-IRECO, Inc. for the emplacement of approximately 2.9 milli
Jan 1, 1994
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Mining to Reduce Future Environmental Liabilities
By Mark A. Williams
"This paper was originally intended to be a presentation of a case study of two surface bituminouscoal mines in the southern Appalachian coal fields located within five miles of each other. These mine
Jan 1, 1994
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Influence of Detonator Strength in the Behavior of Cap Sensitive Explosives Under Dynamic Pressure Conditions
By Jaime Huidobro, Michele Hall
The desensitization of an explosives column by the transmitted effects of the earlier detonations in nearby explosive charges is of vital concern to the explosives and blasting industries. Stress wave
Jan 1, 1994
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New Technology in Vibration Measurements, Analysis & Data Management
By D T. Froedge
The latest development in vibration measurement equipment involves small microcomputer operated micro-sized seismographs. As the result of this there has been an explosion of the data generated by the
Jan 1, 1994