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  • ISEE
    Alternative Ways to Insure Risk

    By Inc. The HDH Group

    The Alternative Risk Market is defined as the segment of the insurance market that is made up of self insurance, risk purchasing groups, risk retention groups and captives. It is commonly referred to

    Jan 1, 2007

  • ISEE
    Effect of Geology on Burden Displacement

    By Rahim G. Haghighi, Calvin J. Konya

    Fragmentation is the fundamental concern of rock blasting and it measures the effectiveness of blasting. Fragmentation is sensitive to not only the interrelationship among the design variables, but al

    Jan 1, 1986

  • ISEE
    Emergency Escapeway Holes Through in Five Shifts

    By Jim Breedlove, Stephen P. Case

    When a major ground subsidence occurred in the AKZO Salt mine at Retsof New York, the company was forced to pick up their production from a lower mine level. Before full production on the lower level

    Jan 1, 1995

  • ISEE
    Remote Vibration Monitoring as Historic Structions

    By Tom Donnelly, Roger C. Ilsley

    Remote telecommunications seismographs were used to monitor blast vibrations at two historic structures in Cedarburg, Wisconsin during adjacent sewer line construction. The purpose of the vibration mo

    Jan 1, 1991

  • ISEE
    Bulk Loading of Emulsion Explosives in Shaft Sinking

    By R J. Roach, D Roy

    After months of discussion on ways and means to improve productivity in the shaft sinking process, it was decided to look at those areas where, historically, methods have been stagnant for many years.

    Jan 1, 1997

  • ISEE
    Blasting 250 Feet from a Historic Structure

    A case history is presented where a variance was permitted by the court to change a 500 foot limit to 250 feet for blasting overburden at a surface coal mine in the proximity of a historic structure.

    Jan 1, 1991

  • ISEE
    Presplitting Techniques with Large Diameter Blastholes in Western Coal

    By John J. Barnes

    The advent of more powerful explosives, increased bench heights, and larger diameter blastholes has necessitated the use of presplitting techniques in sub-bituminous coal mines. The combination of the

    Jan 1, 1988

  • ISEE
    The Science and Testing Behind Quantitative Risk Assessment Models

    By Michael Swisdak, John Tatom

    In a quantitative risk assessment (QRA), the ability to accurately model real-world situations is obviously critical. In the end, the model must be able to represent the effects produced by the detona

    Jan 1, 2007

  • ISEE
    Signature Hole Blast Vibration Control – Twenty Years Hence and Beyond

    By Douglas Anderson

    In the early 1980s, a method for controlling blast vibrations other than by modifying the Scaled Distance came into use. Research studies had indicated that blast vibration could be simulated by deton

    Jan 1, 2008

  • ISEE
    Status of International Standards on Blasting

    By Gerald R. Coonan

    I'm really here to talk about my pet subject of government relations. I've been in Peabody's Environmental Quality Department, working on regulations, for over five years, and I have seen a number of

    Jan 1, 1980

  • ISEE
    Dugout Blasting for Livestock Water

    By Mike Cammack

    Western South Dakota is predominately an agricultural area, with exception of the mining and timber industries in the Black Hills region. With precipitation rates averaging below fifteen inches per ye

    Jan 1, 1993

  • ISEE
    The Effect of Shock and Gas Energies on Rock Fracturing Process

    "In order to increase control over blasting, it is important to identify the imperative mechanismsand to quantify their participation during the rock fracturing process. The useful energyreleased by t

    Jan 1, 1999

  • ISEE
    Underwater Shocks from Blasting

    By Charles R. Welch, Charles E. Joachim

    Underwater blasting causes not only ground shock but water-shock. Underwater shock attenuates less with range from the explosive source than ground shock and has the potential for killing fish or mari

    Jan 1, 1997

  • ISEE
    Blast Vibration Analysis by a Time Series Technique

    By Francis O. Otuonye

    An application of a time series and systems analysis modeling technique to blast vibration data is discussed. The vibration data was taken from a rock support structure and the surrounding rock mass a

    Jan 1, 1994

  • ISEE
    Blasting Techniques Used On The Clif Avenue Reconstruction Project

    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 util

    Jan 1, 1992

  • ISEE
    Blasting the Aliceville Bridge - a Society Joint Venture

    By E Emery Gray, Gary Ard

    Each year when hundreds of Engineers and Specialists in the explosives industry meet for the SEE Annual Conference, new ideas are exchanged and new business relationships formed. Harbert Construction

    Jan 1, 1981

  • ISEE
    Drilling Productivity and Total Drilling Cost

    By Karl Ingmarsson

    A model for drilling productivity and total drilling cost is presented. It specifically addresses down-thehole drilling, but also covers other drilling methods. The important factors are: 1, productiv

    Jan 1, 1998

  • ISEE
    What a Gas: Blasting Under Pressure (8726b99d-0c1c-4f90-bc37-7481da7b7d20)

    By Jerry R. Wallace

    This project consisted of blasting for expansion of a major interstate natural gas transmission pipeline pump station. The pump station handled 400-500 million cubic feet (11-14 million cubic meters)

    Jan 1, 1996

  • ISEE
    Computer Aided Blast Design for Tunnels

    By J L. Jethwa, A G. Gaithankar

    The paper deals with a software method developed to design the optimum blast parameters for tunnels and mine roadways for a given set of geo-mining condition without any major discontinuity. The appli

    Jan 1, 1993

  • ISEE
    Blast Created Trenches for Groundwater Remediation

    By Jeffrey E. Loney, Andrew F. McKnown

    Recovery of contaminated groundwater migrating through bedrock can be very difficult due to the low transmissivity of many bedrock fracture systems. To overcome these difficulties, a system of control

    Jan 1, 1995