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Blasting 250 Feet from a Historic Structure
A case history is presented where a variance was permitted by the court to change a 500 foot limit to 250 feet for blasting overburden at a surface coal mine in the proximity of a historic structure.
Jan 1, 1991
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Blast Monitoring at Atcom for Improved Blasting Efficiency
By D J. P Jordan, C V. B Cuningham, A J. Rorke, C G. Ladds, O L. Davey
"During the early stages of the boxcut mining at the Arthur Taylor Colliery, Open Cast Mine(ATCOM), problems were experienced with blasting results. Very large boulders andportions of completely unfra
Jan 1, 1993
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The Science and Testing Behind Quantitative Risk Assessment Models
By Michael Swisdak, John Tatom
In a quantitative risk assessment (QRA), the ability to accurately model real-world situations is obviously critical. In the end, the model must be able to represent the effects produced by the detona
Jan 1, 2007
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Blast Damage Investigations of Foundations Constructed on Collapsible Soils
By Stanley J. Vitton
An important factor to consider during blast damage investigations is whether the structure was constructed on collapsible soils. Traditionally, these soils have been considered to be soils such as lo
Jan 1, 1997
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Small Borehole Blasting in High Liability Locations
By Geff Gordon, Dale Nies
Small diameter borehole blasting can be very efficient and cost effective. As residential development continues to expand, many areas are now requiring blasting for site preparation and upgrading old
Jan 1, 1990
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Development of Low Density Explosives with Wall Control Applications
By C Hunter, K Fedak, J P. Todoeschuck
"Perimeter wall control has a direct effect on the overall grade of any underground miningoperation. Mine management at INCO's Birchtree Mine in Thompson, Manitoba requiresmaximum perimeter wall contr
Jan 1, 1993
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A Blast Fragmentation Measurement and Prediction System for Blast Optimization
By TH Kleine, AR Cameron
Size assessment of fragmentation is all about estimating the population of fragment sizes in the rock pile. A knowledge of the size distribution of particles can be used in applications from evaluatin
Jan 1, 1997
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Direction of Shock Waves by Reflexion
By Zoltan Susanszky
Technical development in blasting requires improvement of industrial explosion techniques in two fields. One is to apply increasingly exact and economical solutions with more effective explosives, the
Jan 1, 1978
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Controlled Study of the Effects of Temperature and Humidity vs Blast Vibrations on Homes
By R Wing, D Corkery
"Several mines in the region of Sudbury, Ontario, occur in or near populated areas. In anattempt to examine the effects of environmental changes and blast induced vibrations onhomes in the area, a mon
Jan 1, 1993
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Dugout Blasting for Livestock Water
By Mike Cammack
Western South Dakota is predominately an agricultural area, with exception of the mining and timber industries in the Black Hills region. With precipitation rates averaging below fifteen inches per ye
Jan 1, 1993
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Innovative Blasting and Excavation of a Tailrace Channel at the Laforge Hydroelectric Plant James Bay
By Mario Coderre, Andre Pinsonnault, Francois Lefebvre, Pierre Groleau, Yves Newman, Christian Pouliot
"This paper describes the blasting methods used to excavate the tailrace channel at theLaforge hydroelectric plant. It also shows the importance and versatility of the dopedemulsion explosives used in
Jan 1, 1993
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"Frequency Adjustment" with High Accuracy Detonators
By Ken C. Pruss
Seismic studies have proven that the frequency with which shock or vibration waves are reacting on a structure, in correlation with the amplitude of those waves, has a definite affect of structural da
Jan 1, 1989
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The Power of Information using Self-Audits us Safety and Compliance Program Tools
By Paul Downing
A major component of an effective blasting company safety program is the self-audit. A self-audit can help reveal hazardous conditions that should be corrected and training needs that should be addres
Jan 1, 2001
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Close-In Blasting at Cornell
By Jeff Yaro, Steven P. Case, Carl Kish
This project involved the construction of a new 4-story library on the campus of Cornell University in Ithaca, New York. The new building was constructed completely below grade, adjoining several of t
Jan 1, 1992
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Underwater Shocks from Blasting
By Charles R. Welch, Charles E. Joachim
Underwater blasting causes not only ground shock but water-shock. Underwater shock attenuates less with range from the explosive source than ground shock and has the potential for killing fish or mari
Jan 1, 1997
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RF Sensitivity Testing of an RF-Safe Electric Detonator
By James Barker, David Leidel, Don Crawford, Daniel Dorffer
This paper describes the test processes performed to ensure the suitability of an RF-safe detonator for use in oilfield explosives operations on land and offshore locations where RF silence cannot be
Jan 1, 2008
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Blast Vibration Analysis by a Time Series Technique
By Francis O. Otuonye
An application of a time series and systems analysis modeling technique to blast vibration data is discussed. The vibration data was taken from a rock support structure and the surrounding rock mass a
Jan 1, 1994
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Blasting Techniques Used On The Clif Avenue Reconstruction Project
By Doug Hoy
The scope of the Cliff Avenue Reconstruction Project in Sioux Falls, South Dakota was to widen a two lane highway to five lanes, along with removing and reconstructing both above and below ground util
Jan 1, 1992
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The DIVEX Corporation, A Case Study in Explosives and Environmental Remediation
By Reynold N. Hoover, Davis S. Shatzer
The Bureau of Alcohol, Tobacco and Firearms (ATF) is responsible for the regulation and enforcement of the explosives laws codified in the Organized Crime Control Act of 1970, Title XI. To meet its re
Jan 1, 1995
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The Effect of Water Table on Peak Particle Velocities from Blasting Operations
By Michael Beattie
A large open-cast limestone mine had its blasting operations severely restricted by the imposition of limiting PPV levels to protect a water pipe-line passing through the mine property. Attempts were
Jan 1, 1992