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Near-Field Vibration MonitoringBy R Yang, P D. Katsabanis, W F. Bawden
Understanding the mechanisms which are taking place during the propagation of a stress wave generated by an explosive charge is of high importance in the detection, characterization and prediction of
Jan 1, 1993
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Applications of Geophysical Wireline Logs to BlastingBy E W. Kohler
Geophysical wireline logging of blastholes provides useful geological data and has considerable potential to improve overall blasting control and costs. This paper uses case histories to show how logg
Jan 1, 1988
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Field Monitoring of Loading Properties for Gassed Bulk EmulsonBy Yang Ruilin
Bulk gassing technology is a growing trend in the commercial explosive industry. The gassed bulk products produced differ from microballooned bulk products or cartridged products. It is easy to know t
Jan 1, 1999
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The Pioneer Use of ANFO in Small BoreholesBy Raymond V. Adolphson
The introduction of a new explosive component in 1955-56, called ANFO, featured much safer, effective blasting characteristics when compared to dynamite, accompanied by a notable reduction in cost. Th
Jan 1, 1983
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The Measurement and Control of Blast Induced Damage of Final Pit Walls in Open Pit MiningBy William R. Adamson, Carlos R. Scherpenisse
The successful development of surface mining operations depends, amongst other factors, on the successful creation of final pit walls which offer long term structural stability. The achievement of suc
Jan 1, 1998
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Blast Vibration Measurements at Far Distances and Design Influences on Ground VibrationsBy Kenneth Eltschlager, Steven V. Crum, David E. Siskind
The Bureau of Mines was funded by the Office of Surface Mining (OSM) to determine how blast vibrations from a local surface coal mine were affecting homes in the towns of Daylight and McCutchanville,
Jan 1, 1992
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A History of Explosives Use by the Forest Service Rocky Mountain RegionBy Raymond V. Adolphson
Use of explosives effectively and safely has come a long way since its discovery and early stages of development. The need to objectively and functionally train personnel in the safe and effective use
Jan 1, 1978
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Influence of Joint Directions in BlastingBy Sushil Bhandari
Presented here is the simplified process of fragmentation of homogeneous rocks by blasting based on experimental studies. Small scale single hole blasting experiments on jointed limestone are describe
Jan 1, 1983
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Demolition by Controlled Blasting of a Building in Cadiz (Spain)In this work, is being described the developing of the study for the demolition by controlled blasting project of a building of reinforced concrete, in the center of a spanish city. Synthetically, it
Jan 1, 1977
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Investigative Blast Programme on Check Lap Kok - Site for the New Hong Kong AirportBy Alastair Torrance, George Boucher, Roger Keller
An investigative blast programme has been carried out to provide information on the best blasting methods to excavate Chek Lap Kok island in Hong Kong for the new airport. The objectives of the progra
Jan 1, 1992
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Structural Response and Human Response to Blasting Vibration Effects - Is There a Connection?By G Alan Foster
Many complaints generated from blasting operations result from the marked human response to ground transmitted vibrations and air blast effects and so many authorities have considered the regulation o
Jan 1, 1981
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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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A New Approach to Predict and Reduce Blast Vibrations by Modelling of Seismograms and Using a New Electronic Initiation SystemBy R Ludeling, Klaus G. Hinzen, Ulrich Steiner, Friedrich Heinemeyer, Peter Roh
A method for hybrid modelling of blast vibrations in time domain is developed. Field seismograms of single shot experiments are combined with computer simulations. In this way firing times of blasthol
Jan 1, 1987
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Analysis of the Rock Mass by Geophysical MethodsBy France Goupil, Richard Barabe
In 1987, a large company reopened its quarry located in a very dense urban area in Montreal-East. This reopening occurred after a long period of inactivity during which houses were built within 200 fe
Jan 1, 1992
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The Application of GPS Positioning and Drill Monitoring TechnologyBy Carl Hendricks
AQUILA Mining Systems Ltd. is the world leader in drill monitoring, control and GPS based drill navigation systems for the mining industry. This paper will review the general design and application of
Jan 1, 2002
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Observation and Numerical Simulation of Fly Rock caused in Bench BlastingBy Kunihisa Katsuyama, Yuji Ogata, Yuji Wada
Test blasting was carried out to study the flying characteristics of rock mass caused in bench blasting. The quantity of explosives was increased from 7.6kg to 9.1kg and the Minimum burden was changed
Jan 1, 1997
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Fragment Size Distribution Assessment Using a Digital Image Based Measurement SystemBy Mark S. Stagg, Stephen A. Rholl, Steven G. Grannes
A method of determining the fragment size distribution of rock quarry muckpiles using photographic and digital-image processing techniques has been developed by the Bureau of Mines. To assess the frag
Jan 1, 1993
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Comparison of Techniques Used to Develop a Slot RaiseBy Mauro F. Dobran
The use of Slot Raises has been common for many years. The following presentation will compare various methods of developing these Slot Raises and introduce two new ones.
Jan 1, 1996
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An Assessment of Ore Waste and Dilution Resulting From Buffer/Choke Blasting in Surface Gold MinesBy Dale S. Preece, J Paul Tidman, Stephen H. Chung
A discrete element computer program named DMC_BLAST (Distinct Motion Code) has been under development since 1987 for modeling rock blasting (Preece & Taylor, 1989). This program employs explicit time
Jan 1, 1998
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A New Generation of Drilling at the Minntac MineBy Don Thompson
The Minntac Mine drills and blasts approximately 75 million long tons of taconite per year. This requires drilling one million feet of 1 6-inch diameter holes. We are in the process of replacing our o
Jan 1, 1998