Cellular Rigid Pavement
Publication: Journal of Transportation Engineering
Volume 122, Issue 5
Abstract
A construction method for rigid pavement utilizing waste plastic for forms to create cells is analyzed for stress resulting from application of a standard highway equivalent single axle load (ESAL). The finite-element method is used. The analysis parametrically studied varying slab, base, subbase, and subgrade thickness and elastic properties and two different tire pressures. Stresses are compared to those in a solid slab under the same loading conditions. Although the stresses in the cellular rigid pavement are higher than in the solid slab, the maximum principal stresses are shown to be within a range that would allow the use of this method for rigid pavement construction. Depending on requirements for load resistance and fatigue criteria, significant savings of material and cost can result. The method reduces material use and the energy required to produce it by approximately 25 and reuses waste product. The construction method is also applicable to parking areas, walks, revetments, canal linings, floor slabs-on-grade, and similar construction.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
AASHTO guide for design of pavement structures. (1993). American Association of State Highway and Transportation Officials. Washington, D.C.
2.
Ahlvin, R. G., Chou, Y. T., and Hutchinson, R. L. (1993). “The principal of superposition in pavement analysis.”Hwy. Res. Rec. 466, Nat. Res. Council, Washington, D.C., 153–160.
3.
Channakeshava, C., Barzegar, F., and Voyiadjis, G. Z.(1993). “Nonlinear FE analysis of plain concrete pavements with doweled joints.”J. Transp. Engrg., ASCE, 119(5), 673–781.
4.
Chou, Y. T.(1983). “Subgrade contract pressures under rigid pavements.”J. Transp. Engrg., ASCE, 109(3), 363–379.
5.
Chou, Y. T. (1989). “Development of failure criteria of rigid pavement thickness requirements for military roads and streets, elastic layered method.”U.S. Army Wtrwys. Experiment Station, Misc. Paper GL-89-9, U.S. Army Wtrwys. Experiment Stn., Vicksburg, Miss.
6.
Choubane, B., and Tai, M.(1995). “Analysis and verification of thermal gradient effects on concrete pavement.”J. Transp. Engrg., ASCE, 121(1), 75–81.
7.
“Concrete paving technology, subgraders and subbases for concrete pavements.” (1984, 1991). Portland Cement Assoc., Skokie, Ill.
8.
Fisher, J. A., and Thompson, M. R., et al. (1984). “K R: the resilient modulus of subgrade reaction.”Transp. Res. Rec. 954, Nat. Res. Council, Washington, D.C., 1–10.
9.
Huang, Y. H., and Deng, X. J.(1983). “Finite-element analysis of jointed concrete pavements.”J. Transp. Engrg., ASCE, 109(5), 689–705.
10.
Huang, Y. H., and Wang, S. T. (1973). “Finite-element analysis of concrete slabs and its implications for rigid pavement design.”Hwy. Res. Rec. 466, Nat. Res. Council, Washington, D.C., 55–69.
11.
Ioannides, A. M., Barenberg, E. J., and Thompson, M. R. (1984). “Finite-element model with stress-dependent support.”Transp. Res. Rec. 954, Nat. Res. Council, Washington, D.C., 10–16.
12.
“Pavement designs for roads, streets and open storage areas, elastic layered method.” (1994). Army TM 5-822-13, Air Force AFM 32-8007, Vol. 1 (Draft), U.S. Depts. of the Army and Air Force, Washington, D.C.
13.
Pickett, G., and Ray, G. K.(1951). “Influence charts for concrete pavements.”ASCE Trans., 116(2425), 49–73.
14.
“Rigid pavement design for airfields, layered elastic method.” (1988). Army TM 5-825-3-1, Air Force AFM 88-6, Chap. 3, Sect. A, U.S. Depts. of the Army and Air Force, Washington, D.C.
15.
Shi, X. P., Fwa, T. F., and Tan, S. A.(1993). “Warping stresses in concrete pavements on Pasternak foundation.”J. Transp. Engrg., ASCE, 119(6), 905–913.
16.
“Site work cost.” (1995). R. S. Means Co., Kingston, Mass.
17.
Tang, T., and Zollinger, D. G.(1993). “Analysis of concave curling in concrete slabs.”J. Transp. Engrg., ASCE, 119(4), 618–633.
Information & Authors
Information
Published In
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: Sep 1, 1996
Published in print: Sep 1996
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.