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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 Virgil J. Stachura, Larry R. Fletcher, Paul V. Sterk, Matthew N. Plis

The large diameter blastholes now being used in underground mining have caused concern because of their increased potential for damaging openings and creating rockfall hazards. In response to this situation, the Bureau of Mines is conducting research to reduce the amount of overbreak and damage to the perimeter of underground openings. This paper presents the results of tests with decoupled charges in 6.5 inch diameter blastholes, and unloaded guide holes, in Vertical Crater Retreat (VCR) stope panels at the Homestake underground gold mine in Lead, SD.

Jan 1, 1991

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 S R. "Bob" Pilshaw

Productivity is the popular "buzz" word that catches the attention of most managers when it is featured in the more popular mining and construction magazines. Engineering Task Forces and teams are formed to take advantage of productivity opportunities in almost all phases of an operation except the drilling and blasting area.

Jan 1, 1988

By Todd B. Harrington, Dennis M. Lydon, Walter B. Sudweeks

Heavy ANFO products made by mixing ANFO (or AN prills) with a relatively small amount of emulsion (typically 15-30 percent) have become very popular in recent years. They are less expensive than straight, sensitized emulsion and maintain the good shooting characteristics of ANFO but have higher bulk strengths. Their use, however, is generally limited to larger diameter, dry boreholes. Smaller diameter, wet-hole quarries have not been able to widely utilize this low cost bulk product.

Jan 1, 1989

By Peter F. Bayer, Fred C. Drury

This paper deals with explosives regulations in the State of Wisconsin. As has been typical elsewhere, there has been considerable pressure to add additional restrictions over blasting in Wisconsin. What we believe to be a novel approach to the problem has been developed and is being implemented. Members of this Society have been instrumental in this approach whereby the emphasis of the regulations is directed at permissible levels of blasting resultants rather than at specific methods of blasting. It is our intent that this paper serve as a guide to others who may become involved in similar regulatory review in other states.

Jan 1, 1984

By H J. MacDonald

An Exploding Bridgewire Detonator (EBW) is an explosive initiator which contains only secondary explosives such as PETN and RDX. It is safer than the normal blasting cap because it requires both high electrical energy and a very fast application of that energy to function

Jan 1, 1981

By Harry L. Siebert, Thomas Gelormino

Rock excavation in urban areas occurs with maximum public exposure and, with the aid of explosives, is one of the challenges facing this industry today. Such excavation is also a hidden factor in areas of new growth, revitalization or upgrading existing facilities in or near urban areas.

Jan 1, 1985

By Rahim G. Haghighi, Calvin J. Konya

Fragmentation is the fundamental concern of rock blasting, serving as a measure of blasting effectiveness. Fragmentation is sensitive to the inter-relationship among the design variables which define pattern geometry. Therefore, the objective of this study was to develop a model which represented a confined bench blast and to investigate the movement of burden-rock as the length to burden (L/B) ratio was varied.

Jan 1, 1985

By John S. Manka

Of the various methods used to reduce the density of emulsion explosives prior to detonation; ammonium nitrate prill addition, glass micro-balloon addition and chemical gassing, chemical gassing is the method most often selected by emulsion explosive end users. Chemically gassing emulsions costs less than adding micro-balloons and chemically gassed emulsions have better water resistance than emulsions that add ammonium nitrate prills to reduce the bulk density. Unfortunately, the chemical gassing of emulsion explosives can be intricate and is often more art than a science. To gain a better understanding of chemical gassing, we investigated the factors that may affect the chemical gassing of emulsion explosives. Variables investigated as having an effect on gassing were the pH of the oxidizer phase, the amount and type of nitrogen in the emulsifier, the composition of the oxidizer phase, the use of pH buffers in the oxidizer phase, and how the gassing reagents are added to the emulsion.

Jan 1, 2004

By Paul V. Sterk

In the early 1980's, the Homestake Mine converted from labor intensive methods such as open cut-and-fill mining to Vertical Crater Retreat (\/CR) bulk mining and mechanized cut and fill. This transformation occurred as a result of high costs and low productivity associated with open cut-and-fill mining. Use of Vertical Crater Retreat allowed Homestake to contain waste development rock within the mine to further decrease costs since the voids created from VCR stopes provide a good receptacle. The need to access these voids from surrounding development to facilitate waste dumping precipitated the development of drop raising. This system is cheaper than raise boring because it allows drilling into the top of an open stope without the expense of raise boring cutouts or equipment. It's safer than conventional raising since access from the bottom is not required. Two methods of long hole raising or "drop" raising have been successfully developed at the Homestake Mine and can be categorized as Ring Drill Drop Raising using 2-1/4 inch holes and VCR Drop Raising using 6-1/2 inch holes.

Jan 1, 1991

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 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 William C. Pearson

In past years, the usual justification for underground mining of limestone has been the depth of the overburden, perhaps 100 feet thick or more. At our Okolona Quarry in suburban Louisville, Kentucky, the overburden is usually shallow -- it averages 8 to 10 feet in thickness. However, in July 1980, we began development of an underground limestone mine on that property which also includes surface mining operations.

Jan 1, 1983

Increasingly specialized blasting needs require that the explosive energy available in a borehole be reliably known for representative blasting conditions. The underwater test, when properly performed, can yield such information and thus provide a reliable rating of explosives in terms of energy release. This paper reiterates the stringent experimental conditions to be satisfied, and data analysis and interpretation techniques to be followed to achieve this. This is supported by detailed experimental studies involving select parameters in both detonator and booster sensitive explosive compositions. The paper also illustrates the inadvisability of equating blasting performance with the commonly calculated energy values.

Jan 1, 2000

By Rolf Koenig

After the Dynatronic firing system was demonstrated for the first time at the SEE conference in Miami in 1987, it was officially approved in Germany at the beginning of 1993. Dynatronic has now been on the market for 5 years. At present, it is used in several European countries and successful test series have been running in Australia.

Jan 1, 1998

By Andrew Drake, Mark Burchard, Peter Bellairs

The Astec Bluerock Quarry is excavating an extremely difficult to blast rock type due to its highly variable jointing density that leads to excessive oversize. A drill and blast benchmarking exercise led to eight recommendations to minimise this problem. Quarry personnel instigated a continuous improvement blasting program, that has implemented six out of eight recommendations, resulting in a large reduction in the oversize and increased crusher throughputs for a marginal 7% increase in drill and blast costs. Unit costs have reduced by an estimated 10%.

Jan 1, 1998

By Christian Dye

"The following paper focuses on the developing relationship between the members of theInternational Society of Explosive Engineers (ISEE), and the mining students from the BritishColumbia Institute of Technology (BCIT). During the past two years mining students and theISEE members have worked closely in developing a student chapter within the society and onFebruary 1st 2015, the first Canadian Student Chapter was recognized at the annual generalmeeting in New Orleans. This paper discusses the benefits that both the industry and studentsgain with a strong relationship. The mining students recognize the importance for filling the rolesof retiring members of the society and industry. Prior to 2015 the school had only offered a twoyear diploma program in mining and mineral exploration methods. That included a brief sectionin the use of explosives in the mining industry. In September of 2015 students were recruited forthe first ever Bachelors in Mining and Mineral Resource Engineering program. This engineeringdegree includes a full four month course in advanced blasting and rock fragmentation. Studentssuccessfully completing the diploma program will have an entry level of technical understandingin how blasting is conducted. The students successfully completing the bachelor degree will havean in depth technical understanding of explosives and rock fragmentation. Having this uniqueand dynamic multi-level program provides the explosives industry with a pool of talent that canbe used to fill positions with graduates for all levels of the blasting industry."

Jan 1, 2016

By Gregory Lorsbach, Wade Hutchison, Earnest Grigoryan

Comparing measurements from multiple seismographs, particularly when the instruments are deployed in a “side-by-side” situation, is often problematic. Measurements often differ by as much as a factor of two. These differences are attributed to issues related to calibration, geophone coupling, and differences in geology over very short distances. Unfortunately, these explanations are often purely qualitative, but are accepted as factual. Shake table testing often demonstrates that those seismographs that indicate large differences for a particular vibration event, may correlate within a few percent of each other and the known shake table input. Geophone coupling also does not fully explain the difference in measurements since geophones in side-by-side measurements are deployed identically. Differences in geology do not explain the difference in measurements since it would be unrealistic to expect significant differences in distances less than one meter in a normal monitoring situation. Utilizing a new technological approach to vibration measurement and analyzing numerous side-by-side measurements, it has become clear that a significant portion of the observed differences between seismograph measurements are instrumentation induced. This study examines and describes some of the most significant sources of the seismograph error budget.

Jan 1, 2005

By Ankit Jha, Sudarshan Rajagopal, Purushotham Tukkaraja

Geologic structures are one of the crucial parameters in blast design. Structural geology and rock properties influence drilling patterns, blast layout, and initiation systems. A comprehensive understanding of structural characteristics is essential to achieve the desired blasting objectives. This paper aims to identify geologic features in a bench using images obtained from the drone. Images obtained from mine site are annotated for geological features such as faults and joints. Semantic segmentation of images is achieved using an encoder and decoder structure available in the machine-learning pipeline. The encoder consists of initial convolution and pooling layers to capture essential features of the geology and rock patterns from two-dimensional RGB images. Batch normalization is used to put all the features on the same scale. These images are then inputted as training data for the machine-learning algorithm. Machine learning model is trained on sub-section of interest to achieve reasonable accuracy. Initially, 1000 best annotations were used to train the model and additional samples were added later to achieve more accuracy and avoid iteration of machine learning model in wrong convergence. After the model achieves reasonable accuracy, it is used to recognize geological features on new data. Geological features identified on the new data can be used by the blasting crew in blast design and keeps the geological maps updated that can help the geotechnical team.