TECHNICAL PAPERS
Feb 1, 2005

Environmental Effects on the Behavior of Jointed Plain Concrete Pavements

Publication: Journal of Transportation Engineering
Volume 131, Issue 2

Abstract

A concrete slab was constructed at Texas A&M University to investigate environmental effects in terms of temperature and moisture effects on the behavior of jointed plain concrete pavements. The slab behavior was delineated relative to equivalent linear temperature and humidity differences as a function of time. As expected, the trends of these differences were found to relate with the trends of ambient temperature and relative humidity. The slab had daily periods of tensile and compressive strain corresponding to the daily changes in the ambient temperature and relative humidity. Furthermore, the trends in the slab displacements were clearly dependent upon the changes in ambient temperature and slab temperature gradients. Drying shrinkage and creep strains primarily in the vicinity of the top surface appeared to cause an overall shift in the slab movements. This shift manifest in both the strain and vertical displacement of the slab was determined from data collected up to 2years after placement of the concrete.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The research in this paper was sponsored by the Federal Highway Administration (FHWA). The writers express gratitude to the FHWA for financial support.

References

American Society for Testing and Materials (ASTM). (1999). “ASTM C 157: Standard test method for length change of hardened hydraulic-cement mortar and concrete.” Annual book of ASTM standards, ASTM, West Conshohocken, Pa.
American Society for Testing and Materials (ASTM). (1999). “ASTM C 309: Standard specification for liquid membrane-forming compounds for curing concrete.” Annual book of ASTM standards, ASTM, West Conshohocken, Pa.
American Society for Testing and Materials (ASTM). (1999). “ASTM C 403: Standard test method for time of setting of concrete mixture by penetration resistance.” Annual book of ASTM standards, ASTM, West Conshohocken, Pa.
Bažant, Z. P., and Wu, S. T. (1974). “Creep and shrinkage law for concrete at variable humidity.” J. Eng. Mech. Div., 100(6), 1183–1209.
Bergstrom, S. G. (1950). “Temperature stresses in concrete pavements.” Proc., Swedish Cement and Concrete Research Institute, Royal Institute of Technology, Stockholm, Sweden.
Bradbury, R. D. (1938). Reinforced concrete pavements, Wire Reinforcement Institute, Washington, D.C.
Jeong, J. H., Wang, L., and Zollinger, D. G. (2001). “A temperature and moisture module for hydrating Portland cement concrete pavements.” Proc., 7th Int. Conf. on Concrete Pavements, Vol. 1, Orlando, Fla., 9–22.
Jeong, J. H., and Zollinger, D. G. (2003). “Development of test methodology and model for evaluation of curing effectiveness in concrete pavement construction.” Transportation Research Record. 1861, Transportation Research Board, Washington, D.C., 17–28.
Korovesis, G. T. (1990). “Analysis of slab-on-grade pavement systems subjected to wheel and temperature loading.” PhD dissertation, University of Illinois, Urbana.
Mindess, S., and Young, J. F. (1981). Concrete, Prentice-Hall, Englewood Cliffs, N.J.
Mohamed, A. R., and Hansen, W. (1996). “Effect of nonlinear temperature gradient on curling stress in concrete pavement.” Transportation Research Record. 1568, Transportation Research Board, National Research Council, Washington, D.C., 65–71.
Neville, A. M. (1996). Properties of concrete, 4th Ed., Wiley, New York.
Rao, C., Barenberg, E. J., Snyder, M. B., and Schmidt, S. (2001). “Effects of temperature and moisture on the response of jointed concrete pavements.” Proc., 7th Int. Conf. on Concrete Pavements, Vol. 1, Orlando, Fla., 23–38.
Thomlinson, J. (1940). “Temperature variation and consequent stresses produced by daily and seasonal temperature cycles in concrete slabs.” Concr. Constr. Eng., 35(6/7), 298–307, 352–360.
Westergaard, H. M. (1926). “Analysis of stresses in concrete pavements due to variations of temperature.” Proc., Highway Research Board, 6, Washington, D.C., 201–215.
Westergaard, H. M. (1927). “Theory of concrete pavement design.” Proc., Highway Research Board, Part I, Washington, D.C., 175–181.
Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design, 2nd Ed., Wiley, New York.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 131Issue 2February 2005
Pages: 140 - 148

History

Received: Sep 11, 2002
Accepted: Jan 21, 2004
Published online: Feb 1, 2005
Published in print: Feb 2005

Permissions

Request permissions for this article.

Authors

Affiliations

Jin-Hoon Jeong [email protected]
Pavement Research Group, Highway and Transportation Technology Institute, Korea Highway Corporation, 50-5 Sancheok-ri, Dongtan-myeon, Hwaseong-si, Kyonggi-do, Korea. E-mail: [email protected]
Dan G. Zollinger [email protected]
Associate Professor, Dept. of Civil Engineering, Texas A&M Univ., 503E CE/TTI Building, College Station, TX 77843-3136. E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share