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IMESAFR Sensitivity Studies
By Tyler Ross, John Tatom, Lon Lantis
The Institute of Makers of Explosives (IME) began development of a Quantitative Risk Assessment (QRA) tool, IMESAFR (Institute of Makers of Explosives Safety Analysis for Risk), in 2005 as a technolog
Jan 1, 2014
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Interior Explosive Model Development and Validation for Application in Terrorism Risk Assessment
By Brian Hawkins, David Bradley, Rachel Gooding, Lucas Rodriguez, Patrick Wilson, Kevin Wegman, Dhruv Mittal
To better protect the nation and inform difficult defense and preparedness decisions, the Department of Homeland Security (DHS) is performing a probabilistic risk assessment of explosive terrorism ris
Jan 1, 2018
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Managing Commercial Explosives Operations Using Quantitative Risk Assessment
By Lon Santis
This paper describes several applications of quantitative risk assessment in the management of commercial explosives operations. The Institute of Makers of Explosives’ (IME) quantitative risk assessme
Jan 1, 2008
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Strategies for Creating or Rebuilding an ISEE Student Chapter
By C. Kosloski, E. McCullough, A. Fox, S. Reed
This paper serves as a reference guide for creating or strengthening student chapters of the International Society of Explosives Engineers. This includes chapters that are just starting, currently und
Jan 1, 2016
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Impact of ROM PSD on the Crushing and Grinding Circuit Throughput
By Split Engineering Chile Fernando Fernandez
Mathematical modeling in conjunction with mineral characterization is widely used as a method for design and optimization of comminution circuits, to simulate the processes of crushing, grinding and c
Jan 1, 2015
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Journal: Hazmat 101 / PART 4 – Cargo Segregation and Securement
By Tom Snyder, John Brulia
Part 4 is the final article by the authors on hazardous materials (HM)transportation safety and compliance for U.S. shippers and carriers who offer and transport commercial explosives in commerce on p
Jan 1, 2015
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Low-Rise Building Damage from Low-Amplitude Ground Motions
By Roger E. Scholl
Data on off-site low-rise building damage from underground nuclear testing at the Nevada Test Site (NTS) of the United States Atomic Energy Commission (AEC) [The AEC has been called the United States
Jan 1, 1976
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Wipfrag and Wipjoint Measurements to Record and Predict Blast Results
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 tra
Jan 1, 1998
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Potential Impact of Blast Layout, Sequence and Detonator Timings on Air Overpressure from Blasting
By Shazad Hosein, Bill Birch, Catherine Johnson, Toby White, Liam Bermingham
Air overpressure (AOP) from blasting can give rise to a significant number of blasting complaints from residents living adjacent to blasting operations from mines, quarries or civil engineering projec
Jan 1, 2018
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Vertical Crater Retreat Mining. At the Luossavaara Research Mine
By Bengt Niklasson
"A test stope at the Luossavaara Research Mine in Kiruna, Sweden,was divided into four different modules in which various hole patterns and explosives were tested in order to evaluate:1. The optimum c
Jan 1, 1985
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Journal: 19th Annual Photo and Art Contest - Honorable Mention "Bear Lake Hydro Project"
By Corry Goumans
The job location is at Bear Lake Hydro Project located north of the town of Sechelt, British Columbia, Canada
Jan 1, 2013
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Effects of Accurate MS Delays on Productivity, Energy Consumption at the Primary Crusher, Oversize, and Ground Vibrations and Airblast
By James W. Reil, Douglas A. Anderson, Steven L. Burchell
A total of 26 full-scale production blasts at three sites were extensively monitored with sophisticated instrumentation systems to determine the benefits of more accurate detonators. The new and more
Jan 1, 1986
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Relationships between Pipe stress, Ground Particle Velocity and Scale Factors in Blasting Dolomite
By Dennis Alan Clark
An increase in construction and quarry operations has necessitated blasting activities in areas once considered rural and in the close proximity of transmission pipelines. A method to determine the ma
Jan 1, 1976
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Close-In Shockwave Characteristics In Saturated Sand
By L C. Taylor, H U. Lesiste
This paper provides a preliminary description of the properties of the output pressure (shock) wave of an end initiated, cylindrical charge of low height to diameter ratio in saturated sand. The prope
Jan 1, 2013
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Application of Full-Face Round by the Sequential Blasting Machine in Tunnel Excavations
By Young-Dong Cho, Han-uk Lim, Bok-Ki Park, Sang-Eun Lee
Many methods and techniques have been developed to reduce ground vibrations. Some of them are an adoption of electric millisecond detonators with a sequential blasting machine and an improvement of in
Jan 1, 1995
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Blasting for the Enhanced Western Groundwater Extraction System - Modern Landfill
By Jay Smerekanicz, Florin: Pedersen Gheorghiu, Alan Cameron
In order to expand the capacity of Modern Landtill, a groundwater extraction system consisting of a linear system of pumping wells over 2,700 feet long had to be replaced. The new system would be cove
Jan 1, 2001
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Vibration Data Analysis to Increase Slope Adhesion
By August Ferraz Ribeiro, Guilherme Dias Mendona, Paula Henrique Lisboa, José Silvio Corsini
Correct slope adhesion is related to the conformity of the slope’s real geometry to slope planning. It is very important in mining because slope design has economic and safety implications. Slope desi
Feb 6, 2023
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Computer Assisted Blast Design and Assessment Tools
By Thomas H. Kleine, Alan R. Cameron, William W. Forsyth
In general the software required by a blast designer includes tools that graphically present blast designs (surface & underground), can analyze a design or predict its result, and can assess blasting
Jan 1, 1995
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Suggestions for Successful Cut Blasting
Blasting in a development heading or breasting operations starts from a cut. The void created by the cut provides a free face for the remainder of the round. It is the most critical part of the round
Jan 1, 1995
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Journal: Recent Projects Paseo Bridge Pier Demolition
By David Hersey
The Paseo Bridge was located at the I-29/I-35/US-71 Missouri River Highway Crossing. It was built between 1952 and 1954 by Massman Construction Company. The 1,232 foot long, self-anchored suspension b
Jan 1, 2013