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Fracturing Composition Using the Gas Pressure Generated by the Thermit Decomposition ReactionBy Yoshihiro Moriyama, Toshihiro Okitsu, Ryouichi Banno
The fracturing composition using the gas pressure generated by the thermit decomposition reaction gives the following performances.
Jan 1, 1995
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Air Blast - The Major Cause of Complaings from Blasting?: Its Monitoring and Possible ControlBy G Alan Foster
This paper discusses the cause of air blast and modern techniques to reduce this at the source. In addition it raises the problem of their marked variability due to prevailing weather conditions and h
Jan 1, 1975
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Changing Borehole Length to Improve Breakage: a Case HistoryBy Norman S. Smith, Richard L. Ash
Many factors affect rock fragmentation from blasting. One variable seldom considered when designing blasts, however, is the borehole length. An example is described of how the length was adjusted to g
Jan 1, 1976
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Rock Mass Identification Prior To Blasting: Reasons And MethodBy Anne Charline Sauvage
Blast designers and blasters need to know the rock mass influence on blast to increase explosive effi-ciency and to optimize costs, but also to succeed in limiting blast emissions (vibration, overpres
Jan 1, 2013
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The Influence of Variable Geology on the Blasting of Arkensas BauxiteBy David A. Smith, B L. Jr Lindsey
Arkansas bauxite varies enormously in its consistency and composition which makes blasting a very difficult operation. Blasting rounds have to be designed based on each particular mine's ore character
Jan 1, 1979
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Predicting the Envelope of Damage Resulting from the Detonation of a Confined Charge (f7227bf9-6568-4211-b2c2-9f028c1f10ec)By T Michael LeBlanc
Drill trajectory deviation is a recurring problem in vertical retreat stoping operations. As a result of this deviation, 60 kilogram (165 millimetre diameter) and 103 kilogram (302 millimetre diameter
Jan 1, 1996
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Dynamic Photoelastic Experiment on the Fracture Caused by a BlastingBy Yuji: Wada Ogata, Kunihisa Katsuyama
It is well known that a compressed stress wave reflects at the free face, it propagates to the backward as a tensile stress wave, and cracks grow when the tensile stress becomes the dynamic tensile st
Jan 1, 1993
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Regulating the Velocity of Detonation of ANFO Utilizing Blends of Non-Explosive MaterialsBy Michael E. Curtis
This paper outlines a study performed to analyze the advantages of utilizing a blasting agent with a velocity of detonation that is 1.3 to 1.4 times the P-wave velocity of sedimentary shales and sands
Jan 1, 1997
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Numerical Modeling of Oil Shale Fragmentation ExperimentsBy J S. Kuszmaul
The economic development of modified in situ oil shale retorting will benefit from the ability to design a blasting scheme that creates a rubble bed of uniform permeability. Preparing such a design de
Jan 1, 1985
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Controlled Blasting at the Hanging Lake TunnelsBy Gordon F. Revey
Hanging Lake Joint Venture recently excavated two conventional 42 foot diameter highway tunnels in the difficult ground conditions of Glenwood Canyon, Colorado. This paper outlines the type and succes
Jan 1, 1991
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Selection of Powder Factor in Large Diameter Blastholes (fd85c28b-31b4-4c7a-b833-27f2a5d736a0)By Jack Eloranta
This paper documents the relationship between material handling and processing costs compared to blasting cost. The old adage, "The cheapest crushing is done in the pit", appears accurate in this case
Jan 1, 1995
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Investigation of Impulse Delivered To a Target Plate From a Buried ExplosiveBy Leslie Taylor, W. Fourney, Uli Leiste
This paper presents the results from a series of tests conducted to investigate the total vertical impulse delivered to a target plate by a buried explosive charge. The tests were conducted at a very
Jan 1, 2009
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High Precision Cap Accuracy - An Independent StudyBy Calvin J. Konya
There have been many different brands of high precision caps introduced on the US market in the last five years. High precision timing definitely effects the performance of the blast. One should be ab
Jan 1, 1989
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The Evolution of Mining and Explosives in the Powder River BasinBy Joseph W. Hejny, Marlyn G. King
Coal mining in the Powder River Basin has changed in recent years to accommodate the large quantity of coal produced. With strip ratios of one to one and up to three to one, extensive amounts of overb
Jan 1, 1994
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Applications of Geophysical Wireline Logs to BlastingBy E W. Kohler
Geophysical wireline logging of blastholes provides useful geological data and has considerable potential to improve overall blasting control and costs. This paper uses case histories to show how logg
Jan 1, 1988
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Iron Ore Company of Canada (IOCC) Blast Optimization with Emulsion ExplosivesBy M Lemieux, R Mason
The SABREX blast modeling program was introduced to I.O.C.C.'s Carol Lake Iron Ore Project in December 1987. As part of CIL's Technical Services, SABREX was used to implement an optimization program d
Jan 1, 1989
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Fines Reduction Program at the Canadian Salt Company (fdcbe6d6-d49f-4e71-af9e-e1942cd6d9c3)By John M. Bolger, Keith E. McMaster
Excessive salt fines are undesirable in underground salt mining as they are considered a costly waste by-product. This paper describes an extensive explosive application program conducted at The Canad
Jan 1, 1996
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Development and Performance of Liquid Oxygen ExplosivesBy Kamal Wadhwa
Ever since the introduction of Liquid oxygen explosives in India in 1927, these explosives are being extensively used in the various mining industries such as coal, ironore, limestone, bauxite, magnes
Jan 1, 1989
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Considerations Affecting the Selection and Use of Modern Chemical ExplosivesBy Donald J. Westmaas, Fred C. Drury
The factors affecting the selection and use of exploisves have changed radically in the past three decades. The objective of this paper is to point out considerations which should now be employed by t
Jan 1, 1978
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The Use of Detonating Cord to Section Concrete Structures into Removable Size BlocksBy Donald H. Matthews
The usual method of dismantling massive concrete formations with explosives, is to totally demolish the entire concrete structure. If any portion of a concrete structure is required to remain in its o
Jan 1, 1978