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Technique of Dike Building by Silt Squeezing Blasting and its ApplicationBy Zhou Jiahan Wang Feng
This paper introduces the mechanism and the operating process of dike building by silt squeezing blasting. DBSSB (dike building by silt squeezing blasting) has the following advantages: shorter constr
Jan 1, 2006
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Environmental Effects of Marine Blasting in Canadian Game RiversBy 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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The Effect of Inclined Boreholes on the Quality of Blast Results in Coal Mining - Comparison Between Field and Simulated ResultsBy D Schneider, H Elliott
The advantages and disadvantages of using inclined boreholes in blasting has been under discussion for a long time. Some recognized disadvantages are that drilling costs, both operating and capital co
Jan 1, 1988
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The Effect of Bench Movement with Changing Blasthole LengthBy Rahim G. Haghighi, Calvin J. Konya
Fragmentation is the fundamental concern of rock blasting, serving as a measure of blasting effectiveness. Fragmentation is sensitive to the inter-relationship among the design variables which define
Jan 1, 1985
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Capture of a Groundwater Contamination Plume in Fractured Bedrock by an Artificially Produced Fracture Zone Created Through Controlled BlastingBy Robert J. Nothnagle, Kristen Franz Begor, Rodney W. Sutch
Recovery of contaminated groundwater in a fractured bedrock system presents some unique problems. Typically, the most common problem occurs from the inability to adequately characterize the discrete f
Jan 1, 1988
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The Swedish Approach to Contour BlastingBy R Holmberg, P A. Persson
Recent developments in the methods of measuring rock motion close to the contour at the moment of blasting have given an improved understanding of the extent of rock damage caused by different charge
Jan 1, 1978
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Responding to Regulatory Permitting Requirements and Notices of Deficiencies for Open Burning/Open Detonation (OB/OD) Treatment FacilitiesBy M Dandeneau, P I. Rajic, K D. Murphy, M B. Johnson, T J. Tope
"Manufacturers and users of energetic material [i.e., propellants, explosives, pyrotechnics (PEP)] generate unserviceable, obsolete, off-specification, and damaged items that are characterized as reac
Jan 1, 1995
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Supression of Blast Pressure and Noise from Implosive Type ConnectorsBy Ettore Contestabile, Cameron Thomas
Implosive-type electrical/mechanical connectors such as XECONEX have been used extensively for joining electrical transmission lines. This implosive action of explosives has also been applied to other
Jan 1, 1995
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New Developments in Seismic ExplosivesBy Oldrich Machacek
Seismic explosives are very important tools in the search for oil and gas. Changes and new techniques in seismic exploration methods are also demanding new developments in seismic explosives. This art
Jan 1, 1985
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The Design, Implementation and Optimization of Casting Blasts in Strip MiningThis paper describes experience in designing and implementing casting blasts over the past fifteen years. Important design parameters such as powder factor, burden and spacing, blast pattern geometry,
Jan 1, 1995
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Practical Methods of Blasting HangupsBy Paul V. Sterk
"As vital as arteries are to sustaining life in the human body so are free flowing raises to thelife of an underground multiple level mine such as the Homestake Gold Mine. These raisesor boreholes are
Jan 1, 1993
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Wall Control Blasting at the Manassas QuarryBy J Lyall Workman, Peter N. Calder
The Manassas Quarry is a large industrial stone quarry in Northern Virginia owned and operated by Vulcan Materials Company. The quarry experienced instability in a portion of the north wall, which inc
Jan 1, 1992
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Single Round Blasting of 10 Food Diameter x 65 Foot Depth Emplacement Shaft Collars at the Mercury, Nevada Test SiteBy Tom Short, Bill Beam
Some of the weapons testing shafts at Mercury, Nevada require depths of 1000ft and diameters of 10 feet. The top 40 feet to 65 feet is drilled, blasted and excavated by Large caisson type augers in or
Jan 1, 1991
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The Du Pont Detaline Nonelectric Initiation SystemBy T I. Jerman
The Du Pont "Detaline" nonelectric initiation system utilizes a low energy detonating cord. It is compatible with conventional detonating cords and shock tube downlines as well as nonelectric in-the-h
Jan 1, 1982
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Delay Timing and Vibration Characteristics at Low-Frequency Mine SitesBy D E. Siskind
The Bureau of Mines performed a comparative study of nine sites at eight surface coal mines to determine if the presence of near-surfaced underground abandoned workings resulted in the generation of a
Jan 1, 1990
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Effect of Detonating Cord Downline on Explosive Energy ReleaseBy S Lukovic, Vishwa Bhushan, Calvin J. Konya
Effect of each of these variables has been well characterized for ANFO. This paper presents results of underwater energy measurements for one watergel and one emulsion type of slurry explosive which w
Jan 1, 1986
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A Novel Initiating System for Blasting ExplosivesBy R Fox, R Watt
On behalf of ICI's group of explosives companies around the world, a research programme is being undertaken to develop a new electrical shotfiring system which will have markedly improved safety featu
Jan 1, 1981
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Oil & Gas Well Perforating the Other Explosive IndustryBy Richard Arsenault
The production of oil & gas from wells requires method of flow from the producing formation into the well bore. Once the well is drilled it will have casing pipe installed to protect the integrity of
Jan 1, 2007
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Emulsion Comparison TestsBy R W. Givens
Comparison tests were performed on 6 emulsion concentrates, 3 microballoon sensitized emulsion concentrates, and 2 water gel concentrates from 8 different sources with ANFO used as a control standard.
Jan 1, 1990
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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