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Considerations for Drill and Blast Excavation of a Geologic Repository for the Disposal of High-Level Radioactive Nuclear Waste at Yucca MountainBy Norman Kramer, Roger Keller
The authors would like to thank Austin Powder Company for their technical support and input, specifically Stephen Harris, Jason Ryan, and John Capers of Austin Powder, without whose support this paper
Jan 1, 2000
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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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Numerical Simulation of Fragmentation During the Throw Stage of BlastingBy C H. Ryu
This paper presents a simplified two-dimensional numerical model of block fragmentation in a Jointed rock mass during the late or throw stage of a blast after wave effects have subsided. The model is
Jan 1, 1986
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A System for Remotely-Controlled, Continuous Drill and Blast ExcavationBy Carl R. Peterson, Robert G. Lundquist
The development of a remotely-controlled drill and blast excavation system is desirable both because it is potentially more economical than mechanical tunneling in hard rock and for safety. A serious
Jan 1, 1983
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Direct Measurement of "Borehole" Pressure of ExplosivesBy Philip Barnhard, Lyman G. Bahr
By recording the arrival time of a pipe wall at evenly spaced intervals in a plane perpendicular to the pipe axis, application of the equations of motion permits calculation of the pressure of the exp
Jan 1, 1981
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Blasting the Coleson Cove Poer Plant Cooling Water Outfall PlugThis is the story of a blast - not a large blast by todays standards as it only involved a total of approximately 50 cubic yards of rock. Nor did this blast involve any new or revolutionary blasting t
Jan 1, 1976
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Blasting-Induced Damage in CoalBy Kaby K. Kabongo
The paper is drawn from a project intended to explore a technique of prediction, control and optimization of fracture in coal induced by blasting. It evaluates the fines generated in coal submitted to
Jan 1, 1995
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Blasting Damage Criteria for Low-Rise StructuresBy Kenneth Medearis
There is considerable evidence that more rational damage criteria need to be generated with regard to low-rise structures subjected to blasting vibrations. There is not sufficient basis for specifying
Jan 1, 1978
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Using Handheld GPS for Data Acquisition in Blasting OperationsBy Dale L. Ramsey
Blasters in the field for years have been faced with the task of plotting blast locations for future reference and calculating scaled distances or seismograph placement from maps,aerial photo's etc.'W
Jan 1, 1994
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Observation of the Shock Resistance of Emulsion Explosives in Rock BlastingBy Deane Tunaley, Paul Tidman, Qian Liu, John Mullay
Laboratory studies have indicated that the crystallization and desensitization of microballoon sensitized emulsion explosives start immediately after shocking or pre-compression. However, the question
Jan 1, 1995
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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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New Development of Emulsion Explosive: Emulsion Powder and Granule ExplosiveBy Wang Xuguang, Kang Tingzhang, Zhang Xiaozhi, Wang Guoli, Li Ziqianga
Emulsion powder and granule explosive is produced through airflow fluidization technology by using W/O emulsion. Maintaining the microstructure of W/O emulsion, it has the advantages of both emulsion
Jan 1, 2000
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Considerations on the Effect of Blasting on Downstream PerformanceBy Lyall Workman, Jack Eloranta
In this paper results of drill to mill research are examined. It is found that several descriptors of blasting results change when the powder factor is increased. Fragmentation shifts toward a finer d
Jan 1, 2009
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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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Oxygen Balanced Emulsion-ANFO Blends for Use in Flammable AtmospheresBy Michael J. Sapko, Eric S. Weiss
The U.S. Bureau of Mines has been conducting research on the secondary explosion hazards associated with the mining of oil shale under gassy mine conditions. Explosive incendivity tests have been cond
Jan 1, 1990
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Record Blast at Iron Ore Company of CanadaBy D. Scott Scovira, Rick Webber
The Iron Ore Company of Canada [IOC] is a global leader in Arctic mining applications, and the blasting crew have something to be very proud of. On Wednesday 21 Dec 2005 at 3:28 PM the largest single
Jan 1, 2008
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Numerical Simulation for Linear Charge Coyote Blasting with Presplitting BoreholesBy Huang Fenglei, Jin Qiankun
A new linear charge method has been applied in coyote blasting for highway excavation in which presplitting boreholes are set along the designed rock slope with some empty chambers at the end of linea
Jan 1, 1998
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Emulsions - Viva la DifferenceBy Charles G. Wade
In the ensuing years nitroglycerin-based dynamites will continually be replaced by water-based explosives. Until recently, the choice of a high explosive water-based product was limited to some type o
Jan 1, 1978
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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