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Attenuation of Blasting Vibration in South FloridaBy Greg Mclellan, Mark Johnson, John Pepper
Several large quarrying projects recently occurred in Miramar, Florida. These were closely monitored by the Seismologist of Record and Broward County in accordance with County and City regulations. In
Jan 1, 2000
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Prediction of Fragmentation Based on Distribution of Explosives EnergyIn situ, most Taconite is heavily pre-fractured; because of the high cost of comminution of taconite, maximum fracture of pre-existing blocks is desirable. Sustained borehole pressure plays a signific
Jan 1, 1995
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Journal: 100 Years / E.I. DU PONT DE NEMOURS POWDER COMPANY PRICE LIST NO. 4 APRIL 1, 1911By Robert Hopler
RBH Note: At the time of this price list the handwriting was already on the wall regarding the ultimate breakup of the company under the Sherman Anti-Trust Act. The brand names Atlas and Hercules, not
Jan 1, 2012
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Blasthole Length, Subdrilling and Stemming Analysis in an Iron MineBy Sarah Guzzelli, Enrigue Munaretti, Anneliese Botelho, Jair Koppe
Drill and Blast (D & B) is one of the main operations in the mining production cycle, which aims to fragment rock according to a pre-defined plan for proper loading, haulage and processing specificati
Jan 1, 2014
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Influence of delay time accuracy on the fracture process in smooth blastingBy Yoshiharu Tanaka, Keita Morooka, Masaaki Yamamoto, Katsuhiko Kaneko
Smooth blasting is the standard method for underground rock excavation, to reduce over break and remaining rock damage. We already utilized the high accuracy of the electronic delay detonator to inves
Jan 1, 1998
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Safety of Ammonium NitrateBy Erik Nygaard
Ammonium nitrate (AN) is the main ingredient in most industrial explosives, but it is estimated that as much as 80-90% of the global annual production is used as fertilizer [14, 25]. Over the last yea
Jan 1, 2006
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Semi-Automated Fragmentation AssessmentBy Glenn Ludwig, Stephen H. Chung
Fragmentation has a direct impact on mine costs and productivity. Computer programs have been developed to calculate fragmentation using data on the properties of the explosive, the characteristics of
Jan 1, 1992
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Deveoping the Key Elements of a Safety ProgramBy Theodore A. Christensen
Besides the moral responsibility for ensuring worker safety, today's blasting contractor has a major financial incentive for establishing an effective safety program: on-the-job accidents have a direc
Jan 1, 1993
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Improved Fragmentation and Safety with Proper Borehole Loading TechniquesBy Lars Osen
Both fragmentation and safety can be improved by following proper procedures in loading boreholes. Proper loading procedures such as primer location, borehole sealing, decking, and stemming along with
Jan 1, 1985
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Application of Automated and Centralized Rock Fragmentation AnalysisBy Matthew Baumann, Bahram Sameti, Tafazoli Zeng Hairong, Edmond Chow
An automated, centralized, image-based rock fragmentation analysis system provides blast engineers with the benefit of minimizing tedious and mundane work, and allows them to focus on their expertise
Jan 1, 2013
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Close-In Blasting at CornellBy 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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250 Pound Down-Hole Drilling in Hard RockBy R L. Calhoun
A paper on High Pressure Air must start with the industry accepted definition of High Pressure Air and, for the reader who is unfamiliar with High Pressure Air systems, include basic information on wh
Jan 1, 1976
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Contour Blasting in Tunneling: the Role of Drilling PrecisionBy Mauro Fornaro, Marilena Cardu, Renato Mancini, Daniele Castano
Tunneling by explosive blasting in civil works isn't merely intended to break somehow a way through the rock, rather to drive a permanent, constant cross section, lined way. The current mechanical exc
Jan 1, 1992
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Effects of Blasting Vibrations on Uncured Concrete FoundationsBy Thomas A. Simpson, Yung-Kwaun Jow, Dennis L. Gamble
Construction of the $200 million Riverchase Galleria Mall in Hoover, Alabama was started in early 1984. The construction area consists of about 70 acres. The extensive building complex requires heavy
Jan 1, 1985
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The Effect of Rock Strength on Perimiter Blasting and the "Blastibility" of Massive RockBy Qingshou Chen, Paul N. Worsey
It has been recently argued that rock strength has little effect on the final results of pre-split blasting and is of only minor importance when blasting rock in general. However, it can be shown that
Jan 1, 1986
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Effects of Blasting Vibrations on Uncured Concrete FoundationsBy Thomas A. Simpson, Yung-Kwaun Jow, Dennis L. Gamble
Construction of the $200 million Riverchase Galleria Mall in Hoover, Alabama was started in early 1984. The construction area consists of about 70 acres. The extensive building complex requires heavy
Jan 1, 1985
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Effect of High Temperature on Communication Among Non-Electric DetonatorsBy E. Contestabile, B von Roser
Schedule IV containers in Canada and IME- containers in the United States have made possible the transport of mixed loads. That is, using these containers for detonators, one can simultaneously transp
Jan 1, 2002
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Influence of Different Parameters in the VOD of Gassed Bulk ExplosivesBy Miguel Araos
The aim of this study was to understand clearly how VOD of emulsion-based gassed explosives is influenced by parameters such as nitrate salt composition in the oxidizing phase, product density, blend
Jan 1, 2002
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The Science and Testing Behind Quantitative Risk Assessment ModelsBy 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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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