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By Jonathan Zimmerling, Rob Alkins

The model of waves emanating from a blast hole proposed by Heelan, and further developed by Blair and Minchinton, provides an approximation of particle motion in an isotropic, continuous and homogenous medium caused by a cylindrical pressure source. Previous work in the literature shows that the shapes of the peak strain and peak particle velocity contours generated by this model are influenced by priming location. This paper presents the results of experimental investigations into the effects of priming position in an explosive column and the resulting shape of the surrounding stress and particle velocity fields. Fifteen emulsion charges were detonated in a limestone quarry, of which eight were bottom primed and seven top primed. The charges were fully confined, with no breakout to any surface. Particle velocity was monitored using tri-axial sensors coupled to the rock using cement, and pressure sensors were placed in water filled boreholes for fourteen of the experiments. Statistically significant differences in peak pressure for bottom and top primed shots were observed. Blair and Minchinton developed two pressure source functions, one of which is scaled using the charge weight scaling law. New models of the explosive pressure source are developed and compared to those found in the literature. These models are directly calibrated by predicting the peak velocities achieved at the known locations of the velocity sensors, then minimizing the residual sum of squares between the predicted and observed peak vibration values. Due to the complexity of the model the residual sum of squares cannot be minimized using standard non-linear optimization techniques, so a stochastic, agent based global optimization method is employed. Models are then cross validated by comparing the relative predicted differences in stress between bottom and top priming position to the observed differences.

Jan 1, 2013

By Andrea Brickey, Ethan Marcoux

The South Dakota School of Mines and Technology (SD Mines), located in Rapid City, South Dakota, is one of only a few universities in the United States that offer a Bachelor of Science in Mining Engineering. The Department of Mining Engineering and Management (MEM) at SD Mines teaches courses that introduce students to concepts related to mining, including a course covering explosives engineering. Students are taught the basics of explosives theory and application in the mining and construction industry through a series of lectures and assignments. With limited field experience, many students find some topics difficult; these include: flyrock, ground vibration, timing, and others. Some US mining schools have an experimental mine in which they can simulate field conditions and conduct hands-on training, but not all universities have such facilities. For those without, teaching certain concepts can be more challenging in a pure classroom environment. To counteract the lack of an experimental mine, the mining department at SD Mines implemented Paradigm (Version 18.4.4984.0; McKenzie, 2017) a computerbased blast modeling software to improve the learning environment.

Jan 1, 2019

By Alan Minchinton, Ian Kirby, Jim Chan

It has long been known that successful blasting in soft and hard rock can require the use of different explosives. While choosing an explosive of the right energy density is important, the dynamics associated with non-ideal detonation behaviour play an equally major role. Tuning the energy release rate of an explosive to optimise its blast efficiency can be likened to tuning an internal combustion engine to improve its performance.

Jan 1, 2014

By Franklin J. A, Tam C. Palangio, N H. Maerz

WipFrag systems I, II and III have become the world standard in photoanalysis systems to measure particle sizes. Mines, quarries and excavating contractors can now easily measure blast results and track the progress of optimization efforts. This technology was developed and evolved ~to allow automatic measurements of the size distribution of particles on moving conveyors, in truck boxesand on crusher feeds. Production machinery can now be controlled by photoanalysis results and multiple cameras allow various locations to be monitored by a single system. Blast designs can, be monitored on a shot by shot basis. Changes in delay times, explosives, patterns and hole sizes can be quickly evaluated. Along with this measurement capability has come a heightened awareness of the importance of “optimum size” and uniformity of particles for lowest cost production and material handling efficiency. In the past, savings in the “drill / blast” cycle of the operation were sometimes overshadowed by downstream production costs related to fragmentation. Now total production costs can be compared with fragmentation sizes, which will immediately show the trend towards optimum size for economical production. No cost reduction program can be complete without this critical information.

Jan 1, 1998

By J. Meissner

In this paper vibratory crack response is compared to that produced by volumetric changes in foundation soils induced by natural events. These natural phenomena include changes in the water table, changes in soil moisture, and formation of ice lenses to name a few. Previous papers have compared vibratory responses of cracks to atmospheric effects such as those produced by the passage of weather fronts and daily changes in temperature and humidity. Periodicity of these atmospheric effects is on the order of a day to half a dozen days. Thus it is possible to observe atmospheric effects with measurement over a period of weeks to several months. On the other hand, crack response produced by volumetric changes in foundation soils occurs over a period of many months and/or may be seasonal in nature if not longer in the case of drought. Thus its measurement requires long periods of observation (many months to significant fractions of a year) or observation during critical seasons. Since it occurs over long periods of time, its observation may be obscured by climatologically induced crack response. These soil volume changes are compared with climatic data to describe the correlative nature of crack response in time with the soil volume change phenomena and likely climatic causes.

Jan 1, 2009

By Paulo Couciero

Since explosives are the source of all energy used for rock blast fragmentation and heave, multidimensional effects in the detonation driving zone become essential to better describe the detonation process. In order to use the explosive as an energy source-information for more realist blasting performance simulations, a simple and effective modelling strategy is desirable. Facing this challenge, an engineering approach to two-dimensional unconfined non-ideal detonation is proposed. Based on the elliptical construction of the shock locus, the model combines the axial cylindrical stick Q1D solution with some additional limiting conditions to determine the sonic edge of the charge. For a given set of rate law parameters and velocity of detonation, a complete axial solution is firstly computed through the Q1D model. From this solution, a vital relationship between the axial shock curvature with the shock shape parameters can be stablished. Once this relationship is found, the problem simply reduces in finding the shock shape parameters subject to the sonic edge condition. As a result of this calculation, the corresponding charge diameter can be found. Consequently, the proposed model can map the diametereffect curve by relating the unconfined velocity of detonation with its corresponding diameter. Finally, because of its low computation cost, the proposed engineering approach can be also used for characterizing the rate law parameters by fitting to data from unconfined detonation experiments

Jan 1, 2019

By Jason M. Ryan, T Michael LeBlanc, John H. Heilig

"Drill trajectory deviation is a recurring problem in vertical retreat stoping operations. As a result of thisdeviation, 60 kilogram (165 millimetre diameter) and 103 kilogram (203 millimetre diameter) explosive charges are routinely detonated beyond ore/waste contact zones. Consequently, there follows a reduction in finished stope wall stability and an increase in ore dilution."

Jan 1, 1996

By Kevin Dunfield

The Deltadet System is composed of: The Deltadet II electronic Detonator. A Field Terminal to create, modify or simply execute an existing blasting sequence. The radio remote controlled option is composed of a Base Station to program, calibrate and initiate the EDDs plus a Blasting Box to send commands to the Base Station. Blasting lines to connect the EDDs to the Base Station (100m) and Visual Blast software to create or modify a blasting sequence.

Jan 1, 2004

By A. K. Sirveiya

A major concern with blasting at surface mines is generation of ground vibration, air blast, flyrock, dust & fume and their impact on nearby structures and environment. A study was conducted at a coal mine in India which produces 10 million tonne of coal and 27 million cubic meter of overburden per annum. Draglines and shovels with dumpers carry out the removal of overburden. Detonation of 100 tonnes of explosives in a blasting round is a common practice of the mine. These large sized blasts often led to complaints from the nearby inhabitants regarding ground vibrations and their affects on their houses.

Jan 1, 2005

By Ronald Joseph

Windows-based automated blast loading systems have long being conceptualised and never really taken off in the surface mining sector. However, with the introduction a windows-based automated blast loading and reporting system onto the Mobile Manufacturing Units (MMU’s) at Debswana Diamond Company operations in Botswana in August 2004, a project to automate blast loading (charging) and reporting ensued. This work was pioneered over three phases at Debswana’s Jwaneng Diamond Mine by African Explosives (Botswana) (Pty) Limited as part of the African Explosives Limited’s (AEL) integrated-mining (i-mining) concept. The first phase of the project involved the blast reporting system, at which time an average amount of explosives were loaded into all blastholes and all blast loading information was saved to a Microsoft Access 2000 database on the MMU computer. The second phase of the project, which ran until the end of the second quarter of 2008, involved manual blast plan loading and reporting system using flash disks, and the third phase which was installed and commissioned in the third quarter of 2008 and is currently operational at Debswana’s Jwaneng Mine, involves the automated blast loading and reporting system via Wireless Local Area Network (WLAN). This system is now routinely used to achieve operational and mining efficiency goals at the mine with respect to blasthole charging and blasting, and this paper briefly summarizes the status of this project at Jwaneng Diamond Mine where this technology is currently being monitored and also illustrates the positive mining impact that this innovation brings to the mining operation, both from an economic and efficiency perspective.

Jan 1, 2009

By Conny Postnpaok, Mark E. Hammele

"A major problem that has continued to plague the surface oil industry is blast induced damage to the coal seam. Atlas Powder Company has addressed this situation through several years of field research in full-scale production environments. Many operations across the United States havebeen evaluated ."

Jan 1, 1989

By Ashlin Pillay, Osamu Iwata

Hong Kong is ranked as the world’s third most important international financial hub and attracts significant growth and development annually. The city is also known as the world's most vertical city, the most common view from your window in Hong Kong city centre is probably the window of another 30 storey skyscraper. The increasing demand for real estate in this bustling Metropolis has placed immense pressures on its transportation infrastructure because whilst the construction continuously grows upward with larger and larger skyscrapers, it leaves the transportation planners with very little choice but to go underground. As a first world city, interrupting daily business operations is simply not an option; however, of even greater concern is the safety of these 8 million residents. Blasting Regulations are under the strict control of the Mines Division showing zero tolerance to the breaching of safety standards. The Ho Man Tin Station (HOM) excavation, a part of the Kwun Tong Line Extension (KTE) project situated in Hong Kong began in June 2012 and is one such project that is under strict regulations from the Mines Division. The HOM project is a cross cut interchange station between the Kwun Tong Line Extension (KTE) and Shatin Central Link (SCL).

Jan 1, 2015

By Harry Verakis, Thomas Lobb

This paper summarizes the course of mine blasting safety, particularly in underground coal mining, in the USA for over a century of mining operations. During the late 1800's and especially in the first decade of the 1900's, a large number of mine explosions occurred in which blasting played a significant role. A contributor to the large number of mine explosions during this time period was the use of black blasting powder to extract coal and other minerals. A review is made of some of the more significant underground coal mine explosions that resulted from blasting operations during this time period up to the present day. The safety measures that were adopted and required by a series of laws as a result of mine explosion disasters in which blasting was one of the factors are examined. The time line of historical improvements in blasting safety and the tremendous reduction in fatalities and injuries over a century is illustrated and discussed. The improvements, which included the elimination of black powder and dynamite and the introduction of safer explosives termed "permissibles" occurred slowly over time and culminated from the occurrence of many coal mine explosion disasters. The blasting accident history over the past decade is discussed to show the great gains made when compared to the first decade of the 1900's. The most recent blasting accident fatality that occurred in October 2006 at a U.S. underground coal mine is also discussed. Although the blasting accident record is significantly improved from over a century ago, continual improvement is needed to reach the goal of zero fatalities.

Jan 1, 2009

By Jason Rock, Rob Thompson, Lee Julian

Reactive ground is ground that undergoes a spontaneous exothermic reaction after it comes into contact with nitrates. This is commonly caused by inert rock hosting sulphide minerals, such as pyrites that act as the reagent. The presence and subsequent rate of reaction with nitrate based bulk explosives can be difficult to predict. Once identified, only explosives that are tested and proven to be compatible with the reactive ground may only be used. These typically take the form of inhibited ammonium nitrate emulsion blended with a limited volume of ANFO or porous prilled ammonium nitrate (PPAN) to ensure that all AN prills in the blend are wholly encapsulated and thus protected from the reactive ground. The requirement for high emulsion content bulk products limits the suite of products available for use to high energy, and high expense products. Further, if chemically sensitised products are used, charged holes must be left unstemmed to allow for gassing to occur, adding delay and exposing the blast crew to an unconfined charge in reactive ground. A range of inhibited products has been developed that are solid sensitised and can be bulked to as low as 0.9 g/cc (56.2 lb/ft3). The use of a solid sensitiser enables stemming to occur immediately after each hole is charged, confining any unplanned detonation more safely within the rock mass. The effective and precise manufacture of bulked inhibited products required a new and innovative Mobile Processing Unit (MPU) design. This MPU required the ability to blend two solid raw materials (AN prill & sensitiser) along with two liquid ingredients (AN emulsion and process fuel). This MPU has been designed, manufactured and has used successfully to manufacture low density inhibited explosives. This paper presents an innovative shift in inhibited bulk products with specific reference to their manufacture and application.

By Michael Weaver, Dale Ramsey

Description of Project: The National Gateway Clearance Initiative is an improvement program to achieve a minimum of 21 feet of vertical clearance along CSX Transportation Inc’s (CSX) rail corridor so that double-stacked intermodal railcars can be transported between mid-Atlantic states and their ports to midwest markets.

Jan 1, 2014

The quiet banks of the Maumee River in Toledo, Ohio, received a wake-up call July 16 as two smokestacks in the Marina District were leveled with dynamite. B&B Wrecking, Inc. of Cleveland contracted the project with the city to bring down the twin stacks, both measuring over 250 feet tall. The structures were part of the Toledo Edison Steam Plant and were erected nearly a hundred years ago. A week’s worth of preparation went into final planning, drilling and loading holes with over 80 pounds of explosives. The felling went precisely as planned as onlookers cheered as the stacks were reduced to rubble.

Jan 1, 2015

By Walter Voglauer, Elisabeth Zechmeister

Description of Project: The four photos show a chimney blasting operation in Vienna’s district of Floridsdorf on May 4 2011. The blasting was done with two types of charges. An internal charge provided a force of blast which resulted in 135 single electrical blasting caps initiated detonations on the basic ensured the straight collapse of the chimney. The preparation work was done by reserve force military engineers. The series of photos were shot by Elisabeth Zechmeister. She works in the Austrian DOD but not as a professional photographer; much more she did all activities in her spare time.

Jan 1, 2013

By Roger N. Prescott

This report presents a new process in delay blasting with the use of ANFO and slurry explosives.

Jan 1, 1977

By Roger L. Keller, John Dean Smith

The Amax Coal Company's Ayrshire Mine in Southern Indiana is faced with one of the toughest blasting applications concerning vibration in the nation. As a means of maintaining regulatory compliance the operation elected to exercise the option of frequency analysis. A site-specific computer processing program which suggests ideal delay interval ranges for the lowest vibration was utilized.

Jan 1, 1987

By A. W. (Sandy) Neilson

Whether you are a general contractor who hires subcontractors to perform blasting work or you have your own blasting crew, it is extremely important to understand how Business Liability Insurance works, regardless of who is ultimately providing the coverage. If close attention is not paid to the limitations and preblast survey requirements under most policies that provide blasting coverage, you could find yourself facing an uninsured loss.

Jan 1, 2002