TECHNICAL PAPERS
Jan 1, 1984

Shakedown of Pavements Under Moving Surface Loads

Publication: Journal of Transportation Engineering
Volume 110, Issue 1

Abstract

Procedures for the analysis of the shakedown of pavements are developed. The approach employed models the elastoplastic behavior of a horizontally‐layered continuum subjected to repeated moving loads, and permits the incremental process of pavement failure to be considered. Following an examination of the effect of materials and geometry upon the shakedown of a half‐space and a two‐layer continuum, the analysis is applied to the results of a comprehensive road test. It is found that pavement shakedown may be both observed and satisfactorily predicted, and further that the life under traffic of weaker pavements may be conveniently estimated. An outline of a possible design approach utilizing the theory concludes the paper.

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References

1.
Aboustit, B. L., and Reddy, D. V., “Finite Element Linear Programming Approach to Foundation Shakedown,” Proceedings of the International Symposium on Soils Under Cyclic and Transient Loading, Swansea, Australia, 1980, pp. 727–738.
2.
Alwis, W. A. M., and Grundy, P., “Shakedown of Plates under Moving Loads,” Proceedings of the 7th Australian Conference on Mechanics of Structures and Materials, 1980, pp. 191–196.
3.
Belytschko, T., “Plane Stress Shakedown Analysis by Finite Elements,” International Journal of Mechanical Sciences, 1972, Vol. 14, pp. 619–625.
4.
Bonse, R. P. H., and Kuhn, S. H., “Dynamic Forces Exerted by Moving Vehicles on a Road Surface,” Highway Research Board Bulletin, 1959, Vol. 233, pp. 9–32.
5.
Freitag, D. R., and Green, A. J., “Distribution of Stresses on an Unyielding Surface Beneath a Pneumatic Tyre,” Highway Research Board Bulletin, Vol. 342, 1962, pp. 14–23.
6.
Gass, S. I., Linear Programming—Methods and Applications, 3rd ed., McGraw Hill, New York, N.Y., 1969.
7.
Hadley, G., Linear Programming, Addison‐Wesley, Reading, Mass., 1962.
8.
Kent, M. F., “AASHO Road Test Vehicle Operating Costs Related to Gross Weight,” Highway Research Board Special Report, Vol. 73, 1962, pp. 149–165.
9.
Konig, J. A., “Shakedown Theory of Plates,” Archiwum Mechaniki Stosowanej, Vol. 21, No. 5, 1969, pp. 623–637.
10.
Maier, G., “Shakedown Theory in Perfect Elastoplasticity with Associated and Non‐Associated Flow‐Laws: A Finite Element, Linear Programming Approach,” Meccanica, Vol. 4, No. 3, 1969, pp. 250–260.
11.
Marwick, A. H. D., and Starks, H. J. H., “Stresses Between Tyre and Road,” Journal of Institution of Civil Engineers, Vol. 16, No. 7, 1941, pp. 309–325.
12.
Melan, E., “Theorie Statisch Unbestimmter Systeme aus Ideal‐Plastischen Baustoff,” Sitz. Ber. Ak. Wiss. Wen. IIa, 1936, pp. 145–195.
13.
Pande, G. N., Abdullah, W. S., and Davis, E. H., “Shakedown of Elasto‐Plastic Continua with Special Reference to Soil‐Rock Structures,” Proceedings of the International Symposium of Soils Under Cyclic and Transient Loading, Swansea, Australia, 1980, pp. 739–746.
14.
Prandtl, L., “über die Eindringungsfestigkeit (Härte) plastischer Baustoffe und die Festigkeit von Schneiden,” Zeitschrift für Angewandte Mathematik und Mechanik, Vol. 1, No. 1, 1921, pp. 15–20.
15.
Sharp, R. W., and Booker, J. R., “Shakedown of Pavements under Moving Surface Loads,” Research Report No. 428, School of Civil and Mining Engineering, University of Sydney, Jan., 1982.
16.
Shook, J. F., and Fang, H. Y., “Cooperative Materials Testing Program at the AASHO Road Test,” Highway Research Board Special Report, Vol. 66, 1961, pp. 59–102.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 110Issue 1January 1984
Pages: 1 - 14

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Published online: Jan 1, 1984
Published in print: Jan 1984

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Authors

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Richard W. Sharp
Engr., Dept. of Main Roads N.S.W., Sydney, Australia
John R. Booker
Reader, School of Civ. and Mining Engrg., Univ. of Sydney, Australia

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