TECHNICAL PAPERS
Feb 1, 2009

Effect of Particle Density on Its Rebound in Dry-Mix Shotcrete

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 2

Abstract

When concrete is sprayed during shotcreting, inevitably some material is lost due to rebound. The relative losses for coarse aggregates and fibers are higher than that for the rest, and therefore the composition of the material in-place is deficient in these phases. In order to compensate for such loss and indeed to minimize it, one must identify the parameters affecting rebound and comprehend the underlying mechanisms. Recent work has established a theory of rebound for coarse aggregates. However, fibers differ from aggregates in their material and geometric properties and the effect of these must be understood in order to extend the existing theory of rebound to fibers. This is a study on the influence of particle density upon the rebound of a projectile impinging via the dry-mix process onto fresh shotcrete. The empirical model developed in this study postulates that a lower aggregate density favors lower rebound and this prediction was verified using two kinds of lightweight aggregates in dry-mix shotcrete.

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Acknowledgments

The writers would like to thank Synthetic Industries (Chattanooga, Tenn.) and NSERCNRC, Canada for funding part of the research presented here. The writers gratefully acknowledge the support from Mr. Rodney Hicks (Lehigh Cement Company, Vancouver, B.C.) and Mr. Garth Carefoot (Great Pacific Pumice Inc., Vancouver, B.C.) for supplying the lightweight expanded clay and pumice aggregates, respectively. In addition, the assistance of Mr. Fariborz Madjzadeh and Mr. David Woo in conducting the experiments is much appreciated.

References

Armelin, H. S. (1997). “Rebound and toughening mechanisms in steel fiber reinforced dry-mix shotcrete.” Ph.D. thesis, The Univ. of British Columbia, Vancouver, Canada.
Armelin, H. S., and Banthia, N. (1998a). “Development of a general model of aggregate rebound in dry-mix shotcrete—Part 2.” Mater. Struct., 31, 195–202.
Armelin, H. S., and Banthia, N. (1998b). “Mechanics of aggregate rebound in shotcrete—Part 1.” Mater. Struct., 31, 91–98.
Austin, S. A., and Robins, P. J. (1995). Sprayed concrete: Properties, design and application, Whittles Publishing, Scotland, U.K., 41.
Banthia, N., Trottier, J-F., Wood, D., and Beaupré, D. (1992). “Influence of fiber geometry in steel fiber reinforced dry-mix shotcrete.” Concr. Int., 14(2), 24–28.
Beaupré, D. (1994). “Rheology of high-performance shotcrete.” Ph.D. thesis, The Univ. of British Columbia, Vancouver, Canada.
Ghio, V. (1993). “The rheology of fresh concrete and its effects on the shotcrete process.” Ph.D. thesis, The Univ. of California, Berkeley, Calif.
Hill, R. (1950). The mathematical theory of plasticity, Oxford University Press, London, 99.
Morgan, D. R., McAskill, N., Neill, J., and Duke, N. F. (1987). “Evaluation of silica fume shotcretes.” Proc.: CANMET/ACI Workshop on Condensed Silica Fume in Concretes, Montreal, 34.
Tattersall, G. H., and Banfill, P. F. G. (1983). The rheology of fresh concrete Pittman, Publishing, London.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 2February 2009
Pages: 58 - 64

History

Received: Mar 28, 2006
Accepted: Jul 1, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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Notes

Note. Associate Editor: Christopher K. Y. Leung

Authors

Affiliations

Vivek Bindiganavile [email protected]
Assistant Professor, Dept. of Civil & Environmental Engineering, Univ. of Alberta, 3-020 NREF Bldg., Edmonton AB, Canada T6G 2W2 (corresponding author). E-mail: [email protected]
Nemkumar Banthia [email protected]
Professor, Dept. of Civil Engineering, Univ. of British Columbia, 2024-6250 Applied Science Lane, CEME Bldg., Vancouver, B.C., Canada V6T 1Z4. E-mail: [email protected]

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