Pavement Analysis for Moving Aircraft Load
Publication: Journal of Transportation Engineering
Volume 123, Issue 6
Abstract
A finite-element analysis was conducted of flexible pavement test sections subjected to a moving aircraft tire. The test sections failed primarily as a result of shear in the base course. Excavation of the test sections at the end of the tests revealed that there was transverse shear flow of the base as a result of repetitive loading. Deflections at various depths were recorded with multidepth deflectometers. These deflections were used to calibrate the finite-element model. Subsequently, excellent agreement was obtained between measured and predicted time histories of deflections at the various depths. Also, excellent agreement was obtained between predicted and accumulated rutting. The analysis predicted that the shear stress in the base would equal the shear strength, which confirms the mode of failure observed in the test sections.
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References
1.
ABAQUS, finite element computer program theory manual; version 4.9 (1989a). Hibbitt, Karlsson and Sorensen, Inc.
2.
ABAQUS, finite element computer program user manual; version 4.9 (1989b). Hibbitt, Karlsson and Sorensen, Inc.
3.
Chisolm, E. (1975). “Behavior characteristics of gravelly sand and crushed limestone for pavement design.”Final Rep. FAA-RD-74, U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, Miss.
4.
Derucher, K., and Korfiatis, G. (1988). Materials for civil and highway engineers, 2nd Ed., Prentice-Hall, Inc., Englewood Cliffs, N.J.
5.
Drucker, D. C., and Prager, W.(1952). “Soil mechanics and plastic analysis or limit design.”Quarterly of Appl. Math., 10, 157–165.
6.
Johnston, M. M., and Strohn, W. E. (1968). “Results of second division laboratory testing program on standard soil sample.” U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, Miss.
7.
Parry, R. H. (ed.) (1972). Stress-strain behavior of soils. G. T. Foulis and Co., Henley, England.
8.
Roque, R., Tia, M., and Ruth, B. E. (1987). “Asphalt rheology to define the properties of asphalt concrete mixtures and the performance of pavements.”Asphalt Rheology: Relationship to Mixture, ASTM STP 941, O. E. Briscoe, ed., ASTM, West Conshohocken, Pa. 3–27.
9.
Schofield, A., and Worth, C. P. Critical state soil mechanics. McGraw-Hill, New York, N.Y.
10.
Townsend, F., and Chisolm, E. (1976). “Plastic and resilient properties of heavy clay under repetitive loadings.”Final Rep. DOT/FA73WAI-377, Federal Aviation Admin., Washington, D.C.
11.
Webster, S. (1992). “Geogrid reinforced base course for flexible pavements for light aircraft: test section construction, behavior under traffic, laboratory tests, and design criteria.”Final Rep. DOT/FAA/RD-92/25, Federal Aviation Admin., Washington, D.C.
12.
Wood, D. (1990). Soil behavior and critical state soil mechanics. Cambridge University Press, London, England.
13.
Zaghloul, S., and White, T. D. (1993). “Use of a three dimensional dynamic finite element program for analysis of flexible pavements.”Proc., 72nd Annu. Meeting of the Transp. Res. Board, Washington, D.C.
14.
Zaghloul, S., and White, T. D. (1994). “Load equivalency factors for asphalt pavements.”J. Assn. of Asphalt Paving Technologists, St. Louis, Mo.
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Copyright © 1997 American Society of Civil Engineers.
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Published online: Nov 1, 1997
Published in print: Nov 1997
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