TECHNICAL PAPERS
Aug 14, 2009

Full-Scale Testing of Chemical Dust Palliatives in a Semicontrolled Environment

Publication: Journal of Materials in Civil Engineering
Volume 21, Issue 9

Abstract

Two commercially available chemical dust palliatives were evaluated in full-scale experiments in an enclosed, controlled environment to evaluate their effectiveness and to determine impacts to a stabilized surface. The dust palliatives were topically applied at multiple application rates to the surface of a silty sand soil that had been stabilized using a combination of Portland cement and polypropylene monofilament fibers. Simulated traffic was applied to enclosed test sections using the heavy vehicle simulator-aircraft fitted with a C-17 aircraft tire at 15,560 kg (34,300 lb) load. The effectiveness of the dust palliatives was quantitatively measured using both gravimetric and optical detection devices. Results from the experiment show nearly complete reduction in dust for Palliative 2 (a synthetic oil) and heavy applications of Palliative 1 (an emulsion polymer). The methodology used for experimentally determining the dust palliative effectiveness provided a mechanism for reducing environmental influences that often invalidate and confuse the results of field experimentation data.

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Acknowledgments

This work was conducted as part of the Joint Rapid Airfield Construction Program in the Geotechnical and Structures Laboratory, U.S. Army Engineer Research and Development Center. The views expressed in this work are those of the authors, who are responsible for the facts and accuracy of the data. The contents do not necessarily reflect the official views or policies of the Engineer Research and Development Center, Department of the Army, or the Department of Defense. This paper is published with the permission of the Office of the Chief of Engineers.

References

ASTM. (2006). “Standard classification of soils for engineering purposes (Unified Soil Classification System).” D 2487, Philadelphia, Pa.
ASTM. (2004). “Standard test method for CBR (California Bearing Ratio) of soils in place.” D 4429, Philadelphia, Pa.
Bolander, P. (1999). “Laboratory testing of nontraditional additives for stabilization of roads and trail surfaces.” Proc., 7th Int. Conf. on Low Volume Roads, Transportation Research Record No. 1652, Vol. 2, Washington, D.C.
Epps, A., and Ehsan, M. (2002). “Laboratory study of dust palliative effectiveness.” J. Mater. Civ. Eng., 14(5), 427–435.
Rushing, J. F., Harrison, J. A., and Tingle, J. S. (2005). “Evaluation of application methods and products for mitigating dust for lines-of-communication and base camp operations.” Technical Rep. No. TR-05-09, U.S. Army Engineer Research and Development Center, Vicksburg, Miss.
Rushing, J. F., Moore, V. M., and Tingle, J. S. (2006). “Evaluation of chemical dust palliatives for helipads.” Technical Rep. No. TR-06-02, U.S. Army Engineer Research and Development Center, Vicksburg, Miss.
Sanders, T. G., Addo, J. Q., Ariniello, A., and Heiden, W. F. (1997). “Relative effectiveness of road dust suppressants.” J. Transp. Eng., 123(5), 393–397.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 21Issue 9September 2009
Pages: 454 - 459

History

Received: Feb 12, 2007
Accepted: Mar 24, 2009
Published online: Aug 14, 2009
Published in print: Sep 2009

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Notes

Note. Associate Editor: Clarissa F. Ferraris

Authors

Affiliations

John F. Rushing [email protected]
Research Physical Scientist, Airfields and Pavements Branch, U.S. Army Engineer Research and Development Center, Vicksburg, MS. E-mail: [email protected]
Kent Newman, Ph.D. [email protected]
Research Physical Scientist, Airfields and Pavements Branch, U.S. Army Engineer Research and Development Center, Vicksburg, MS. E-mail: [email protected]

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