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The Recovery of a Dozer from a Highwall Using BlastingBy Tyler Acorn, Tristan Worsey
A dozer operator at a surface gold mine accidentally drove a D10 off the side of a highwall. The blade of the dozer caught on the lip of a catch bench 60 ft. (18.3 m), down stopping its descent. The o
Jan 1, 2014
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Improving Productivity in Pillar Blasting – HZL, Sindesar Khurd MineBy Deepankar Das, Gulshan Kumar Sadhwani, Jyoti Prakash Sahoo
Sindesar Khurd Mine (SKM), the largest underground mine in the Hindustan Zinc Limited portfolio, is located approximately 60 kilometers (37 miles) north of Udaipur. In the 2018 financial year SKM achi
Jan 1, 2019
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NOx Detection in Video Data Based on Ensemble Machine LearningBy Emmett J. Ientilucci, Martin Held, Xuesong Liu
Mining is crucial for advancing technology and science by providing essential resources and materials. Quarry blasting, a necessary process in mining, releases these resources and chemicals, driving r
Jan 21, 2025
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MINIMIZING RISK IN URBAN QUARRIES (Two Case Studies)By James Goldberg, Sally Zadra, Wiliam Reisz
Early recognition and risk assessment is critical to sustaining a safe and productive blasting operation. While every blasting environment holds inherent risk, highwall blasting in highly congested ar
Jan 1, 2008
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Ground Vibration Attenuation Rate due to Blasting in South FloridaBy Sharkey Bowers
This study was undertaken in order to determine a conservative estimate of the attenuation rate of vibrations through the shallow limestone in South Florida due quarry blasting. The natural limestone
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Impacts of Measurement Accuracy on Three-Dimension Vibration ModelsBy Gavin Yuill, Kameron Ray
"The impact on vibration model accuracy by input data that is inaccurate was previously unknown, butthought to introduce significant error. This paper explores the impact of accuracy of different GPSr
Jan 1, 2017
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IMESAFR Sensitivity StudiesBy Tyler Ross, John Tatom, Lon Lantis
The Institute of Makers of Explosives (IME) began development of a Quantitative Risk Assessment (QRA) tool, IMESAFR (Institute of Makers of Explosives Safety Analysis for Risk), in 2005 as a technolog
Jan 1, 2014
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Reinforced Concrete Structure Failure Mechanisms Resulting from Explosively-Induced OverpressureBy Dale Preece, Vanessa Berg
This paper presents a two-pronged vulnerability analysis approach for treating minimally reinforced concrete (RC) structures subjected to explosive events. This work was motivated by a heightened inte
Jan 1, 2004
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Overlapping Timing Analysis for a Single Blast HoleBy Joshua Micah Hoffman, Lifeng Li, Jhon Silva-Castro
Since millisecond detonators were first introduced, at least two variables among others have been more closely considered when timing a mining blast; the accuracy and the precision of the initiation s
Jan 1, 2015
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Underground Longhole Blasting near Large-diameter Booster FansBy Norm Disley, Kingsley Hortin, Gertjan Bekkers
As part of the expansion of the Kidd Creek Mine to 2,682 meters (8800 feet) below surface, two largediameter 3000kW (4000HP) booster fans were installed at the 6000 level. Shortly after commissioning
Jan 1, 2008
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The Acoustic Response of Structures to Blast-Induced Ground Vibration: Fact or FictionBy W. J. Birch, R. Farnfield, G. D. Rangel-Sharp
It is widely recognised that complaints from members of the public relating to blasting operations are related to both ground vibration and air overpressure. It is also known that a complaint is more
Jan 1, 2007
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Trends in Drilling and Blasting (8aa24a46-8326-4148-8007-63f421ba2d8b)By Alan Bauer
During the past several years, the trend to large-diameter blastholes in both open pits and underground mines along with the continuing developments in slurried explosives and delay systems has kept t
Jan 1, 1978
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Anatomy of a Blast Muckpile: Influence on Loading Machine PerformanceBy Yves Lizotte, Malcom Scoble, Sanu Hanspal
"This paper reviews the physical, chemical and mechanical components of what is considered to be the anatomy of a blast muckpile. These relate principally to geometry, floor, fragment size and shapedi
Jan 1, 1995
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Double Deck Blasting for Rapid Tunnel Advance in Hong KongBy Rohan Stevens, Katsuhiro Kameyama, Osamu Iwata, Jinming Liao
In densely populated cities such as Hong Kong, where unoccupied space is becoming more valuable as the population grows, city planners are more often looking to underground space to meet the increasin
Jan 1, 2013
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Small Scale Model Testing in Investigations of Energetic Material -- Dynamic Effects LaboratoryBy L C. Taylor
Very small scale testing has been shown to be able to predict quite accurately, in many situations, the results of full scale testing. Small scale tests are more cost efficient, easily observed, and e
Jan 1, 2012
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Journal: Safety Talk / Highwall Safety from a Blaster’s PerspectiveBy W. Reisz
The fear of heights is a natural defense against performing a dangerous and unnatural act such as standing on the edge of a hundred foot wall. Yet through familiarity, a casual attitude often exists.
Jan 1, 2009
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Air Decking Technique for Secondary/Boulders BlastingBy Michael Karmis, Syed Muhammad Tariq, Zeshan Hyder
Secondary or boulders blasting is a regular feature of quarrying operations in Pakistan, especially in cement and stone crushing industries. The main reason for secondary blasting is the production of
Jan 1, 2012
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Potential Impact of Blast Layout, Sequence and Detonator Timings on Air Overpressure from BlastingBy Shazad Hosein, Bill Birch, Catherine Johnson, Toby White, Liam Bermingham
Air overpressure (AOP) from blasting can give rise to a significant number of blasting complaints from residents living adjacent to blasting operations from mines, quarries or civil engineering projec
Jan 1, 2018
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Low Level Continuous Vibration and Potential DamageBy Edward J. Jr Walter, Edward J. Walter
The vibration problem is approximately fifty years old. The original investigation of the U.S. Bureau of Mines was begun in 1930. Significant investigation into the problem was done by Crandell, Lange
Jan 1, 1979
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Maumee Quarry Drilling and Blasting ChallengesBy Lee Wehner, Daryl Kin, John Bolger
The Maumee Quarry, located in the city of Maumee, Ohio, has large in-situ cavities, ranging in size from 3 ft (.91 m) in diameter to over 15 ft (4.5 m). The drill/blast team challenge is to drill, loa
Jan 1, 2007