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By Isaac E. "Chip" Harris

A general understanding is given to how and where blast hole drills are used and what recent developments have taken place with small and large diameter drill hole machines. Indications are that new developments with high penetration rates and large diameter holes are not necessarily the answer to increased production in the field.

Jan 1, 1979

By J S. Gozon, R R. Britton

Various methods have been proposed over the past two decades to predict the borehole pressure in decoupled boreholes. In an effort to establish which characteristics best accomodate present day explosive effectiveness, a comparision has been made between two explosives. The first displays high detonation characteristics while the second produces gases which continue to fill the borehole and radial cracks for relatively long periods of time.

Jan 1, 1985

By Yves Lizotte, Malcom Scoble, Pierre Michaud

The concept of optimum fragmentation in surface mining operations, i.e. the degree of fragmentation to which corresponds the lowest overall associated costs of drilling, blasting, loading, haulage and crushing, was developed more than thirty years ago. Recent field investigations using novel technologies, which have been completed by ICI Explosives Canada and by others, indicate that this ultimate goal of optimum fragmentation is closer to becoming reality.

Jan 1, 1997

By Carlos Agreda

"In the present article a case study of ammonium nitrate in mine water is briefly analized and discussed. Causes of mine water pollution from AN are very well identified and emphasized.Some preventative measures, as well as, some methods of monitoring and control to minimize, mitigate and/or avoid mine water pollution are recommended."

Jan 1, 1999

By R Keller, R Law

In the rush to beat the clock before the handover of Hong Kong back to China in June of 1997, an unprecedented amount of infrastructure work is being undertaken at a breakneck pace. In the middle of this construction explosion, on this island of barren granite , stands some of the most concerning and restrictive slope stability measures. So conservative, these measures impact blasting and vibration control to an extent unmatched anywhere in the world.

Jan 1, 1996

By R H. Stevenson

This paper deals with a new variation of the cast blasting technique, where-in the object is to cast the economic deposit out front under the overburden, while avoiding dilution from the floor material. To date, the technique has been successfully applied at two cement quarries in Iowa and at a granite quarry in Minnesota.

Jan 1, 1991

By 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, located in southwestern Indiana near Evansville. Although Daylight was about two miles from the blasting and McCutchanville four to five miles away, many residents claimed that blast vibrations were damaging their homes. At least one citizen felt that the vibrations worsened at the time the mine began cast blasting.

Jan 1, 1992

By Donelson A. Robertson

Proper coupling between the seismograph transducer and the surface is the most important aspect of seismograph monitoring but probably receives the least attention in many blasting situations. Without good coupling, particle velocity measurements may be higher than actual and frequencies may be lower. If the field data are inaccurate, sophisticated instrumentation and computer programs cannot correct the readings.

Jan 1, 1993

By Lewis L. Oriard

Both theory and experience tell us that spatially distributed energy sources generate a more complex family of seismic waves than do point sources. The resulting effects in the near field (for close-in blasting) are significantly different than those from point sources although, at great distances from the source, the seismic waves take on many of the characteristics of point sources and can often be treated as such.

Jan 1, 1992

By Mark Odell, Bruce Northrup

In the hill country of Austin, Texas, Tom Kite has designed a golf course to be built in conjunction with a housing development entitled "Riverplace". The topography in this area is almost solid limestone, which made it necessary to use several types of surface blasting: Pre-splitting, ditch-line, sump shots, not to mention "fairway" cuts and even a sand trap or two.

Jan 1, 1985

By Doug Hoy

The scope of the Cliff Avenue Reconstruction Project in Sioux Falls, South Dakota was to widen a two lane highway to five lanes, along with removing and reconstructing both above and below ground utilities located along the project limits. The objective of this paper is to present the blasting techniques used in the rock excavation phase of the Cliff Avenue Reconstruction Project.

Jan 1, 1992

By David R. Ziegler

Blasting complaints are as unpredictable as human nature. Being prepared to speak to the complainant, and having a good idea of what you should say, or what NOT to say, may affect the evolution, and eventual resolution of the complaint. The person taking that first phone call will probably not be responsible for resolving the complaint. However, the person in charge should respond to the complainant ASAP, the same day, if possible.

Jan 1, 1998

By Michael Beattie

A large open-cast limestone mine had its blasting operations severely restricted by the imposition of limiting PPV levels to protect a water pipe-line passing through the mine property. Attempts were made to measure the strains induced in the pipe by ground vibrations, so that a less restrictive blasting limitation could be established on a scientific basis.

Jan 1, 1992

By LaRay Collyer

San Juan Mine began pre-splitting the highwall prior to cast blasting in August 1986. The first pre-split shot used six inch PVC (polyvinylcloride) pipe inside a 10 5/8 inch hole, drilled at a 74 degree angle. The powder factor was about .90 pounds per cubic yard.

Jan 1, 1990

By Doug Wathen, Philip M. E Thomas

The City of Fort Myers needed to replace a 40-year old 42-inch storm sewer line in downtown Fort Myers with a new 54-inch line to accommodate population growth. The old line had to be kept operational while a new line was installed. the contractor spent two months using a drop ball, a hoe ram, and large rippers trying to break the three to four feet of rock that needed to be removed to accommodate the new pipe. Mechanical trenching was considered but was proven to be overly expensive. On very short notice, Ireco of Florida was asked to design and execute a blasting procedure that would allow this project to proceed. Nearby buildings were over 80 years old, three of them containing antique shops specializing in glass antiquities with attorney offices above them. High water table compounded problems with a 20-year old steel water main and clay drainage pipe 15 feet from the new sewer line. Holes had to be drilled within six inches of the edge of the existing pipe to four feet below the pipe on either side of the pipe and blasted. No interruption in the sewer line flow was to be tolerated.

Jan 1, 1996

By Anne Charline Sauvage

Blast designers and blasters need to know the rock mass influence on blast to increase explosive effi-ciency and to optimize costs, but also to succeed in limiting blast emissions (vibration, overpressure, flyrock) This paper presents an applied approach which makes it possible to structure the information con-cerning the rock mass and the blasting.

Jan 1, 2013

By M Dale White

In December at the Commonwealth of Kentucky Fifth Annual Blasting Conference of the Division of Explosives and Blasting, Department of Mines and Minerals, I delivered a paper entitled "Problems on Blasting Insurance. " Donald H. Matthews, President of Explosives Engineers, Inc. located in Sparks, Maryland came up to me before the program and said, "We explosives users know what the problems are. What we need is someone who can solve those problems. "

Jan 1, 1979

Coal strip mine operators in Western Canada often mine steeply-dipping multiple coal seams in mountainous terrain. The ability to fragment the rock waste layers above and below these seams with minimum disruption of the seams in large blasts normally involves decked charges in large rotary boreholes. Mining these seams may take two or more separate blasts to break the waste wedges above and below the coal, but these wedges can be blasted in a single shot for better mining efficiency.

Jan 1, 1985

By Calvin L. Cumerlato, David E. Siskind

The Bureau of Mines has monitored structural responses to airblast overpressure produced by munitions disposal at the McAlester Army Ammunition Plant. The Purpose of this study was to determine if the blasting caused vibrations, airblasts or structural responses that could possibly be responsible for cracking or other damage observed in nearby residences. Monitoring took place during a 3-month period at 10 selected residences surrounding the plant. By the end of the monitoring period, nearly 2300 blast-related events had been recorded.

Jan 1, 1994

By Robert G. Lundquist

This paper is a brief summary of work done on mining applications of high energy projectiles. Full scale field testing already completed has used cannons to drive a tunnel, drill large diameter holes, do secondary breakage in an open pit mine, and scale loose rock from inaccessible pit walls. Other applications are suggested in driving development openings, particularly raises. The method will be economically feasible only if cheap liquid propellants are developed.

Jan 1, 1977