Reformulation of the Design Procedure for Aggregate-Surfaced Airfield Pavements
Publication: Journal of Transportation Engineering
Volume 141, Issue 3
Abstract
During military contingency operations, aircraft are required to land, taxi, and takeoff on unpaved surfaces. In some cases, operational time limitations do not allow for the construction of paved surfaces to establish airfield operations. The original flexible pavement design procedure for paved surfaces, which is based on the California Bearing Ratio (CBR) and the -factor (Alpha-factor), was extended and applied to the design and evaluation of aggregate-surfaced pavements. With the reformulation of the CBR-Alpha for the design of flexible pavements, efforts were also directed at defining a new equation for the design of aggregate-surfaced airfields. This paper focuses on the development of a new CBR-Beta procedure for the design and evaluation of aggregate-surfaced airfields. Data from previous studies conducted on aggregate-surfaced full-scale test sections were used for this purpose. The new performance curve proposed in this paper for aggregate-surfaced airfields has the same format as the equation that was proposed and accepted for flexible pavements.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Permission to publish was granted by the Director, Geotechnical and Structures Laboratory.
References
Ahlvin, R. G., and Hammitt, G. M. (1975). “Load-supporting capability of low-volume roads.”, Transportation Research Board, Washington, DC.
Barber, V. C., Odom, E. C., and Patrick, R. V. (1978). “Deterioration and reliability of pavements.”, U.S. Army Waterways Experiment Station, Vicksburg, MS.
Brown, D. N., and Thompson, O. O. (1973). “Lateral distribution of aircraft traffic.”, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
Burns, C. D., and McCall, J. L. (1968). “Evaluation of load-distributing capability of T17 membrane in road construction.”, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, MS.
Chou, Y. T. (1989). “Design criteria for aggregate-surfaced roads and airfield.”, U.S. Army Waterways Experiment Station, Vicksburg, MS.
Gonzalez, C. R., Barker, W. R., and Bianchini, A. (2012). “Reformulation of the CBR procedure.”, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, MS.
Hammitt, G. M. (1970). “Thickness requirements for unsurfaced roads and airfields.”, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, MS.
Jumikis, A. R. (1964). Mechanics of soils, Van Nostrand Company, Princeton, NJ.
Jumikis, A. R. (1969). Stress distribution tables for soil under concentrated loads, College of Engineering, Rutgers Univ., Engineering Research Publication, State Univ. of New Jersey, New Brunswick.
Ladd, D. M. (1970). “Soil strength criteria for operation of fighter aircraft on unsurfaced airfields, bare base support project 3782-65.”, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, MS.
Ladd, D. M., and Ulery, H. (1967). “Aircraft ground-floatation investigation, Part I—Basic report.”, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, MS.
Thompson, A. B., and Burns, C. D. (1960). “Criteria for designing runways to be surfaced with landing mat and membrane-type materials.”, Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, MS.
Ullidtz, P. (1998). Modelling flexible pavement response and performance, Polytenisk Forlag, Lyngby, Denmark.
Veverka, V. (1973). “Modules, contraintes et déformations des massifs et couches granulaires.”, Centre de Recherches Routières, Bruxelles, Belgium.
Waterways Experiment Station (WES). (1971). “Multiple-wheel heavy gear load pavement tests.”, U.S. Army Corps of Engineers, Vicksburg, MS.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Mar 11, 2014
Accepted: Sep 16, 2014
Published online: Oct 17, 2014
Published in print: Mar 1, 2015
Discussion open until: Mar 17, 2015
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.