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By Paul Ross, Harry Burchett, Lou Case, Calvin J. Konya

"The Cumberland River in Harlan, Kentucky has flooded the town for numerous years. TheU.S. Army Corps of Engineers funded a project to divert the river. The project consisted oftunneling through a mountain to divert the river. The approaches to the tunnels requiredcontrolled blasting to create noses to help channel the water and debris into the tunnels.The geologic structure was such that conventional presplitting techniques were notproducing the desired results and were causing severe backbreak. Replacement of the rocknoses with concrete would cost about a million dollars; and therefore it was important tosave them if at all possible. Blasting techniques were developed which allowed the projectto be successfully completed. This paper will discuss the case history of the controlledblasting procedures."

Jan 1, 1993

By Jeff Wachendorf

As the title "Cast Blasting Around Town" implies, this paper details the starting of a cast blasting program in and around the town of Colstrip, Montana. As strip ratios have increased, the need to adapt and find solutions to provide coal at a reasonable cost to the captive power plants has risen. Colstrip, Montana has a long history of coal mining which dates back to the early 1920's when Foley Brothers began supplying coal strictly for powering locomotive engines. Early mining days starting in the 1920's and the progression up through the 1970's when mine mouth power plants were built will be discussed. To accomplish the desired results, early mining techniques included steam and electric powered equipment as well as a lot of actual horse power.

Jan 1, 2009

By RR Vandebeek, A W. Bauer

The Canadian Explosives Research Laboratory regularly evaluates the properties of commercial explosives for authorization under the Canada Explosives Act. Propagation sensitivity is normally measured using small scale tests. Relating the results in actual mining practice is difficult. In the mining industry, the propagation sensitivity is a measure of the ability of one cartridge to propagate to an adjacent cartridge in a borehole. They may be separated by a gap of in-filling material. As well the propagation sensitivity will be affected by the explosive type, temperature, degree of coupling, cartridge diameter and other factors.

Jan 1, 1987

By R Holmberg, C Sjoberg, B Larsson

This paper describes the excavation of an underground naphta storage facility at Stenungsund in Sweden. The main purpose with this paper is to give an overall view of how the excavation was carried out and in what type of bedrock the storage was built. Emphasis has been done to highlight the importance of using cautious blasting to avoid blast damage in the remaining rock. Attempts has also been done in order to evaluate what the degree of Swedish cautious blasting has meant for the rock support costs during the construction period.

Jan 1, 1984

By David Willock, S. Singh, Michael Glogger

The efficiency of the loading system in a mine depends upon the characteristics of the muck pile, the loading machine specifications and the loading practices. The focus of this paper was to look specifically at the size distribution of blasted material, and to quantify its effects on loader productivity. A scale model of LHD was designed and fabricated to represent machines currently employed in the industry. The experiments were performed using crushed Gabbro, which was mixed in various proportions according to Rossin-Rammler size distribution to give five different characteristic particle sizes and five different size distribution constants for each characteristic particle size. The effect of the size distribution constant on peak and mean penetration forces, work done and bucket fill factor was examined. In addition, the influence of mean particle size, 80% passing size (D80) and % oversize on the penetration force and bucket load was investigated.

Jan 1, 2001

By Ginn Huh

The blasting work to construct a subway in Seoul, Korea have often caused increased neighbor’s complaints because of ground vibration. In order to prevent the damage to the structure, it was necessary to predict the level of blasting induced vibration and to determine the maximum charge weight per delay within an allowable vibration level. The effect of blasting pattern, rock strength and different explosives on the blast-induced ground vibration was studied to determine the maximum charge weight per delay within a given vibration level. The blasting vibration was measured from 10 sites along the subway line in Seoul and an empirical particle velocity equation from over 100 test data was obtained, V=K(D/W1’3 )-” , where the values for n and K are estimated to be 1.7 to 1 S and 48 to 138 respectively.

Jan 1, 2000

By James Stuart

Explosive components are common in electric power distribution systems. Basically, we use explosives either to open or to close a circuit very quickly, in order to avoid electrical catastrophe. We use explosives in these important applications, because explosive materials are compact, inexpensive, long-lived, powerful, and can be triggered instantly. A lead-alloy fuse will melt when excessive electric current passes through it. A small fuse of this type melts quickly. However, a lead-alloy fuse for high current levels must be larger, and takes longer to melt. Thus, at high current levels, a lead-alloy fuse offers inadequate protection, because electrical catastrophe might happen, before the fuse melts. We need faster-acting, explosive components.

Jan 1, 2009

By G J. Kulbieda

The Empire Mine initiated production in 1963. Since then the unit operations of drilling and blasting have evolved continually in order to meet the increased mining requirements demanded by plant expansions in 1968, 1973 and 1980. Additionally, advance mine planning has become an integral part of proper pit development and is necessary to insure uniform blending of the distinct ore horizons contained within the mine area. Blasting practices have been modified to facilitate the autogenous grinding system utilized at Empire and pioneered in the Iron Ore Industry. Technical innovations in the explosives industry, as well as, progress regarding on site blast engineering methods have substantially increased the use of ammonium nitrate explosives and helped to establish efficient charging procedures. In addition, the recent introduction and use of ammonium nitrate fueled with nitropropane and methanol indicates that it is a viable substitute for aluminized ANFO.

Jan 1, 1981

By Robert A. Cummings, Francis S. Kendorski, Charles H. Dowding

During the summer of 1980, a field project was carried out to determine the stability of the beautiful and dramatic natural limestone pinnacles (locally termed "Hoodoos") at Bryce Canyon National Park, Utah, when subjected to ground motions and airblasts resulting from proposed strip coal mine blasting. The concern arose from environmental considerations associated with the proposed development of a large coal strip mine which would approach within 4 miles of the park. The pinnacles range up to 150 ft in height and are quite slender, producing a fragile appearance. The remoteness and ruggedness of the area required a field camp, and 4-wheel drive vehicles, helicopters, and snowcats for support. Portable magazines were necessary to store the more than 7 tons of blasting agents and explosives required. In conducting the blasting, great attention was paid to environmental impacts. In the field, a target pinnacle was selected and instrumented with mechanical strain gages, and research seismographs that required helicopter placement.

Jan 1, 1982

By N Vijay Mohan, K V. Balamukund, G Ananth Ramulu

Jointing of steel rods in reinforced concrete structures needs careful consideration as it renders the structure weak at the joint. The jointing is usually done at sections of structural members, where the bending moment and shear force are least. Jointing is done either by overlapping the rods or welding or by mechanical splicing. A novel method of jointing them is by inserting the two rods in a steel sleeve and cladding it on to the rods by subjecting the sleeve to explosive energy. A rod jointed in this fashion is tested for direct tension and bending when used in a reinforced concrete beam. The test results show that it is an effective method. The advantage is that a number of joints can be made in a single operation.

Jan 1, 1993

By William McFerren, Pragasen Moodley

In contrast to global trends, African, especially South African, surface mining operations have shown a significant rate of adoption of Electronic Detonators (ED’s) over the last few years. Proven benefits of converting to ED’s from pyrotechnic initiation systems have aided this market conversion. These benefits are experienced throughout the mining operation. Benchmarking exercises, prior to the introduction of ED’s, form part of the conversion process and allow for quantifying improvements. Extensive work has been done on quantifying the benefits of converting to ED’s and have shown that results can be reproducible. Improvements have been experienced in many applications and include environmental impact control, improved mining efficiencies, increased cast benefit and improved size distribution. These step changes in blasting results, in conjunction with the adoption of ED technology have aided the rapid conversion of the African surface market.

Jan 1, 2004

By Gregory S. Parker

The explosives community has seen tremendous technological advances during the past several decades. When this industry was in it's infancy and even past, Powder Monkey's defied the odds by relying on daring and cunning to unleash the power contained in nitroglycerin and black powder. Unlike the manufactured improvements, there has been little in professional evolution amongst the blasting fraternity unless provoked (for the most part) by the government. It is the intent of this author to advance the cause of an industry wide training and certification program, uniform in nature and broad-based enough to be voluntary, giving states whose outstanding programs are already in place, the opportunity to provide input. In creating this type of atmosphere, grandfathering, reciprocity and accessibility would be paramount. With ISEE taking a firm leadership role during the inception and NICET's involvement in the administration, the idea postulated here is intended to spark interest and debate, bringing the inception of such a program to the forefront.

Jan 1, 1995

By J P. Tidman

The demand for more data on the detonation properties of commercial explosives grows as blasting becomes a more exact science. Proper use of this information by blasting engineers depends on the appreciation of the assumptions and limitations inherent in calculating energies and pressures of explosives. The strength of an explosive is usually a calculated energy value derived from a model of the explosive. The model may be simple or complex, depending on the thermo-hydrodynamic assumptions made. The calculated energy and pressures of commercial explosives are sensitive to assumptions about their reaction products. The equation of state describing the reaction product gases, the treatment of solid reaction products (e.g. reacted calcium and sodium nitrate and aluminum) and the reaction time are examined to show the variability of calculated results as a result of different assumptions. These same models of explosives also serve to explain phenomena of explosives such as the effect of charge diameter on V.O.D. (and strength) and decoupled explosives.

Jan 1, 1981

By Zhang Qi

For the most part, the flying piece is serious endangerment in the demolition blasting. To prevent the endangerment, a large number of materials are needed as the protection. Therefore, the determination and design way of the flying distance of piece in demolition blasting have been concerned extensively. Previously, the experienced or half experienced formula was adopted to calculate the distance of the flying pieces. The calculating values of the distances of flying pieces are not identical with the practice results. The problems concerning the design way of flying distance of pieces are researched in the paper.

Jan 1, 1994

In 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 significant role in fragmentation, especially by penetrating pre-existing fractures. The distribution of explosive-induced energy in the burden in three dimensions was calculated. Data on the comminution of single particles was used, with the distribution of energies and the distribution of pre-existing block sizes, to calculate fragmentation for a case study. The calculation agreed well with the measured fragmentation. Sequential comminution events are much more efficient than single ones, and enhanced fragmentation may be possible with alternative blasting practices. Some important factors in the dependence of comminution on energy input are discussed.

Jan 1, 1995

By Lon D. Santis

The Code of Federal Regulations Title 30, Parts 56, 57, 75, and 77 require that detonators and explosives be separated by four inches of hardwood or equivalents when transported together in mines. This standard was developed to protect the explosives from initiation by the more sensitive detonators. The research reported here is an attempt to quantify the fire protection offered by four inches of red oak and other materials. Boxes with a volume of 6.75 cubic feet were made from four-inch thick rough green oak (RGO), two-inch thick RGO plied, two-inch thick #1 common (dried) red oak plied, and a metal/plywood composite. These and boxes meeting the Institute of Makers of Explosives' (IME) Safety Library Publication No. 22 were tested in bonfires. The boxes were instrumented with thermocouples, filled with detonators, and placed over a kerosene fire imparting about 16 kilowatts per square meter heat flux for up to 3 hours.

Jan 1, 1997

By Claude Cunningham, Szendrei

The partitioning of blasting energy into “Shock” and “Heave” components is a popular concept for attempting to match explosives to particular ground conditions and blasting results. The issue is complex, as it affects both the detonation process and the immediate response of the rock skin. However, the fundamental process of energy transfer from the explosive to the rock through the blasthole wall is not well defined. Clues to the “Shock” phase of blasthole expansion are given by cratering behaviour of materials subject to high velocity penetrators. The final cavity volume defines both the energy used to achieve this and the resistance of the confining material. Attention is being given to the link between penetration of a solid target and expansion of a readymade hole, both producing the same outcome. The benefit of this work is that it leads to clearer understanding of how explosives will impact upon the blasting results and helps to explain the energy consumption in blasting.

Jan 1, 2004

By Michael Noy

Current image based systems used to measure fragmentation are measuring the two dimensional presentation of a set of three dimensional objects. A two dimensional measurement of fragmentation restricts both sampling and particle size classification and hence provides a different evaluation of the fragmentation to that of a conventional sieve analysis of the same sampled material. Many modern image based fragmentation measurement systems attempt to convert this two dimensional analysis to a three dimensional analysis in order to deliver a "real" measurement of the fragmentation distribution. This paper questions the necessity and validity of this transformation and lays down the framework for the establishment of a standard in fragmentation measurement based on a two dimensional analysis. The results of image based measurements of laboratory prepared samples indicate that differences in mass distributions (3D distribution) can be mapped by an appropriate image based analysis which provides area versus particle size information.

Jan 1, 1997

By Larry R. Fletcher, Virgil J. Stachural, Matthew N. Plis

The Bureau of Mines is conducting research on blasting methods that reduce highwall overbreak and the associated rockfall hazards. This paper presents the results of a series of tests to improve presplitting at a western surface coal mine. Reductions in overbreak were achieved by decoupling and/or repositioning the main explosive charge in the 10-5/8 inch presplit blastholes that formed the highwall. Blast designs are presented by the authors for 1) repositioning the explosive charge from a weak rock layer to a stronger rock layer, 2) decoupling with cardboard tubes in the toe region, and 3) suspending bagged powder at intervals along the length of the blasthole. About the same total quantity of explosives was used in all three test designs. It was readily apparent from periodic visual examination and photographic surveys of the highwalls that the amount of rockfall was reduced, and with a longer delay before rockfalls began, in all test areas.

Jan 1, 1991

By Robert Lee, Jay Rodgers, Kirk Whitaker

The time domain during which an explosive detonates and causes rock to fragment and displace is on the order of tens of milliseconds. Because of this, the dynamic processes that occur during this time frame often become a source of confusion when trying to analyze the performance of explosive products in decked blast designs. As an illustration, the authors have experimentally examined explosives malfunction in decked blasts through state-of-the-art measurement techniques. The interaction of explosive products and blast geometry was examined in detail using the analysis of a series of decked blastholes. Explosive and initiator malfunction in decked blasts is often considered to be entirely the result of insufficient inert decking material, however, it is shown that rock properties and dynamic burden conditions may have a significant impact on decking performance. The successful application of deck-blasting technique for control of ground vibration amplitude relies on an understanding of the true dynamic performance of the blasthole.

Jan 1, 2000