Subgrade Contact Pressures under Rigid Pavements
Publication: Journal of Transportation Engineering
Volume 109, Issue 3
Abstract
Subgrade contact pressures under rigid pavements were analyzed using the finite element method for concrete slabs on liquid and elastic subgrades. It was found that when the maximum bending stress in the slab is made in agreement in the two analyses, the deflections and subgrade contact pressures are much greater for elastic than for liquid subgrades. Although initial bending stresses in the concrete slab are well below the concrete strengths, excessive subgrade pressures undoubtedly cause large permanent deformations in the subgrade soil, possibly increasing the stresses in the concrete slab rapidly and eventually leading to early failure of the concrete pavement. The computation of large subgrade pressures at slab edges only in pavements with weak subgrade soil supports the Corps of Engineers design practice of reduction of pavement thickness for pavements with high subgrade k values, although bending stresses in the concrete slab are only slightly affected by variations in k values. Once initial cracking in the concrete slab has occurred, the large contact pressures at slab edges computed for concrete pavements on weak subgrade must have escalated multiple cracking in the concrete slab. The subgrade contact pressures under rigid pavements should be experimentally measured to verify the results computed by the finite element method.
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References
1.
Chou, Y. T., “Structural Analysis Computer Programs for Rigid Multicomponent Pavement Structures with Discontinuities—WESLIQID AND WESLAYER,” Technical Report GL‐81‐6, U.S. Army Engineer Waterways Experiment Station, CE, Vicksburg, Miss., Aug., 1981.
2.
Chou, Y. T., and Huang, Y. H., “A Computer Program for Slabs with Discontinuities,” Proceedings, 1979 International Air Transportation Conference, New Orleans, La., 1979.
3.
Chou, Y. T., and Huang, Y. H., “A Computer Program for Slabs with Discontinuities on Layered Elastic Solids,” presented at the Second International Conference on Concrete Pavement Design, Purdue University, West Lafayette, Ind.
4.
Huang, Y. H., “Finite Element Analysis of Slabs on Elastic Solids,” Journal, Transportation Engineering, ASCE, Vol. 100, No. TE2, 1974.
5.
Huang, Y. H., and Wang, S. T., “Finite Element Analysis of Concrete Slabs and Its Implication for Rigid Pavement Design,” Highway Research Record, 466, 1973.
6.
Hutchinson, R. L., “Basis of Rigid Pavement Design for Military Airfields,” Miscellaneous Paper No. 5–7, Ohio River Division Laboratory, U.S. Army Engineers, Cincinnati, Ohio, May, 1966.
7.
Teller, L. W., and Sutherland, E. C., “The Structural Design of Concrete Pavements,” Public Roads, Vol. 16, Nos. 8, 9, 10, pp. 145–158, 169–197, 201–221,
Vol. 23, No. 8, pp. 167–212 (1935, 1936, 1943).
8.
Terzaghi, K., and Peck, R. B., Soil Mechanics in Engineering Practice, John Wiley and Sons, Inc., New York, N.Y., 1948.
9.
Vesic, A. S., and Saxena, K., “Analysis of Structural Behaviors of AASHTO Road Test Rigid Pavements,” NCHRP Report No. 97, Highway Research Board, 1970.
10.
Westergaard, H. M., “Stresses in Concrete Pavement Computed by Theoretical Analysis,” Public Roads, Vol. 7, No. 2, 1926, pp. 25–35.
11.
Westergaard, H. M., “Analysis of Stresses in Concrete Roads Caused by Variations of Temperature,” Public Roads, Vol. 8, No. 3, 1927, pp. 54–60.
12.
Winkler, E., “Study of Elasticity and Strength” (in German), H. Dominikus, Prague, Czechoslavakia, 1867, pp. 182–184.
13.
Yoder, E. J., Principles of Pavement Design, John Wiley and Sons, Inc., New York, N.Y., 1959, p. 53.
14.
Zienkiewicz, O. C., and Cheung, Y. K., “The Finite Element Method in Structural and Continuous Mechanics,” McGraw‐Hill Publishing Company, Ltd., London, England, 1967.
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Copyright © 1983 ASCE.
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Published online: May 1, 1983
Published in print: May 1983
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