TECHNICAL PAPERS
Aug 1, 2005

Effects of Mine Blasting on Residential Structures

Publication: Journal of Performance of Constructed Facilities
Volume 19, Issue 3

Abstract

Blasting is common in the coal industry to remove rock overburden so that the exposed coal can be mechanically excavated. The ground vibrations and air blast produced by blasting are often felt by residents surrounding the mines. There has been a trend for regulatory authorities, especially those concerned with the environment, to impose low limits on blast vibration levels in response to community pressure, based on human perception and response to vibration. This paper reports the findings of an extensive study on a house which was located adjacent to a coal mine. The house was monitored for over 1year and was subjected to ground peak particle velocity (PPV) ranging from 1.5to222mms . The house was instrumented with accelerometers to measure its dynamic response due to blasting and it was also monitored for cracks before and after each blast. Based on this study, ground motion amplifications along the height of the structure have been established. A simplified methodology presented in this paper has been used to estimate the ground PPV at which cracking is likely.

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Acknowledgments

The writers would like to acknowledge the input from the research team, namely, Mr. Thomas Lewandowski of Terrock Pty Ltd. and Professor Adrian Page, Dr. Stephen Fityus, and Mr. Goran Simundic of Newcastle University. The writers would also like to acknowledge the financial support to this project from the Australian Coal Association Research Program (ACARP Project No. UNSPECIFIEDC9040) and the Australian Research Council (ARC Grant No. UNSPECIFIEDLP0211407).

References

Australian and New Zealand Environmental Council (ANZEC). (1990). “The technical basis for guidelines to minimize annoyance due to blasting overpressure and ground vibration.” Dept. Environment and Heritage, ACT, Canberra, Australia.
Australia Standards. (1996). “Residential slabs and footings—Construction.” AS2870, Sydney, NSW, Australia.
British Standards. (1993). “Evaluation and measurement for vibration in buildings. Part 2: Guide to damage levels from ground borne vibrations.” BS7385, London.
Dowding, C. H. (1996). Construction vibrations, Prentice–Hall, Saddle River, N.J.
German Standards. (1993). “Part 3—Structural vibrations in building, effects on structures.” DIN4150, Berlin.
International Organisation for Standardization. (ISO). (1977). “Bases for the design of structures—Deformations of buildings at the serviceability limit states.” ISO4356, Geneva.
International Standards Organisation. (1992). “Bases for design of structures—Serviceability of buildings against vibration.” ISO10137, Geneva.
Reardon, G. F. (1980). “Recommendations for the testing of roofs and walls to resist high wind forces.” Technical Rep. No. 5, Cyclone Testing Station, James Cook Univ., Queensland, Australia.
Siskind, D. E. (2000). “Vibrations from blasting.” International Society of Explosives Engineers (ISEE).
Siskind, D. E., Stagg, M. S., Kopp, J. W., and Dowding, C. H. (1980). “Structural response and damage produced by ground vibration from surface blasting.” Rep. of Investigations 8507, U.S. Bureau of Mines, Washington, D.C.
Stagg, M. S., Siskind, D. E., Stevens, M. G., and Dowding, C. H. (1984). “Effects of repeated blasting on wood houses.” Rep. of Investigations 8896, U.S. Bureau of Mines, Washington, D.C.
White, T., Farnfield, R., and Kelly, M. (1993). “The effects of surface mine blasting on buildings.” Proc., Fragblast 4 Conf.: Rock Fragmentation by Blasting, Vienna, Austria, Balkema, Rotterdam, The Netherlands.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 19Issue 3August 2005
Pages: 222 - 228

History

Received: Apr 11, 2003
Accepted: Sep 4, 2003
Published online: Aug 1, 2005
Published in print: Aug 2005

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Authors

Affiliations

Associate Profssor, Swinburne Univ. of Technology, Faculty of Engineering and Industrial Sciences, P.O. Box 218, Hawthorn, Victoria 3122, Australia; and Senior Research Fellow, Melbourne Univ., Victoria 3010, Australia (corresponding author). E-mail: [email protected]
J. L. Wilson
Associate Professor, Dept. of Civil and Environmental Engineering, Melbourne Univ., Victoria 3010, Australia.
A. J. Moore
Principal Engineer, Terrock Consulting Engineers, P.O. Box 829, Eltham, Victoria 3095, Australia.
A. B. Richards
Director, Terrock Consulting Engineers, Eltham, P.O. Box 829, Eltham, Victoria 3095, Australia.

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