Early-Age Response of Concrete Pavements to Temperature and Moisture Variations

Authors

  • Sunghwan Kim Dept of Civil, Construction and Environmental Engineering, 192 Town Engineering Building, Iowa State University, Ames, IA 50010, USA
  • Kasthurirangan Gopalakrishnan Dept of Civil, Construction and Environmental Engineering, 354 Town Engineering Building, Iowa State University, Ames, IA 50011-3232, USA
  • Halil Ceylan Dept of Civil, Construction and Environmental Engineering, 406 Town Engineering Building, Iowa State University, Ames, IA 50011-3232, USA
  • Kejin Wang Dept of Civil, Construction and Environmental Engineering, 492 Town Engineering Building, Iowa State University, Ames, IA 50011-3232, USA

DOI:

https://doi.org/10.3846/bjrbe.2010.19

Keywords:

concrete, pavements, curling, warping, temperature and moisture variation

Abstract

In this paper, the early-age response of a Jointed Plain Concrete Pavement (JPCP) to temperature and moisture variations at the time of paving and immediately following construction is discussed. A newly constructed JPCP on US-30 near Marshalltown, Iowa, USA was instrumented and monitored during the critical time immediately following construction to identify its early-age behavior with respect to pavement deformation due to temperature and moisture variations. The instrumentation consisted of Linear Variable Diff erential Transducers (LVDTs) at the slab corner, center, and edges, and thermocouples and humidity sensors installed within the slab depth. The slab deformation associated with temperature and moisture variations were quantified using field-measured vertical displacements and pavement surface profiles. The positive temperature gradients during setting times and the negative moisture difference after setting times caused permanent upward curling and warping in the instrumented pavement. The relative corner deflection of the slab to center or mid-edge calculated using the slab profile and LVDT measurements show similar trends.

References

Armaghani, J. M.; Lybas, J. M.; Tia, M.; Ruth, B. E. 1986. Concrete Pavement Joint Stiffness Evaluation, Transportation Research Record 1099: 22–36.

Armaghani, J. M.; Larsen, T. J.; Smith, L. L. 1987. Temperature Response of Concrete Pavements, Transportation Research Record 1121: 23–33.

Beckemeyer, C. A.; Khazanovich, L.; Yu, T. H. 2002. Determining Amount of Built-in Curling in Jointed Plain Concrete Pavement: Case Study of Pennsylvania I–80, Transportation Research Record 1809: 85–92. doi:10.3141/1809-10

Byrum, C. R. 2001. A High Speed Profile Based Slab Curvature Index for Jointed Concrete Pavement Curling and Warping Analysis. PhD thesis, University of Michigan.

Huang, Y. H. 1993. Pavement Analysis and Design. Prentice Hall, 784 p. ISBN: 978-0136552758.

Hveem, F. N. 1951. Slap Warming Affects Pavement Joint Performance, Journal of the American Concrete Institute 22(10): 797–808.

Jeong, J. H.; Zollinger, D. G. 2005. Environmental Effects on the Behavior of Jointed Plain Concrete, Journal of Transportation Engineering 131(2): 140–148. doi:10.1061/(ASCE)0733-947X(2005)131:2(140)

Kim, S. 2006. Early Age Behavior of Jointed Plain Concrete Pavements Subjected to Environmental Loads. PhD thesis, Iowa State University.

Lim, S. W.; Jeong, J. H.; Zollinger, D. G. 2009. Moisture Profiles and Shrinkage in Early-Age Concrete Pavements, International Journal of Pavement Engineering 10(1): 29–38. doi:10.1080/10298430802279801

Lim, S. W.; Tayabji, S. D. 2005. Analytical Technique to Mitigate Early-Age Longitudinal Cracking in Jointed Concrete Pavements, in Proc of the 8th International Conference onConcrete Pavements. August 14‒18, 2005, Colorado Springs, Colorado.

Marsey, W.; Dong, M. 2004. Profile Measurements of Portland Cement Concrete Test Slab at National Airport Pavement Test Facility, in The FAA Worldwide Airport Technology Transfer Conference, Atlantic City, 2004.

Omega Engineering inc. [on-line]. LVDT Miniature DC Output Displacement Transducers with Acetal Bearings [cited March, 2006]. Available from Internet: <http://www.omega.com/pptst/LD400.html>.

Rao, S.; Roesler, J. R. 2005. Characterizing Effective Built in Curling from Concrete Pavement Field Measurements, Journal of Transportation Engineering 131(4): 320–327. doi:10.1061/(ASCE)0733-947X(2005)131:4(320)

Rao, C.; Barenberg, E. J.; Snyder, M. B.; Schmit, S. 2001. Effects of Temperature and Moisture on the Response of Jointed Concrete Pavements, in Proc of the 7th International Conference on Concrete Pavements, International Society for Concrete Pavements, Orlando, Florida, USA.

Sixbey, D.; Swanlund, M.; Gagarin, N.; Mekemson, J. R. 2001. Measurement and Analysis of Slab Curvature in JPC Pavements Using Profiling Technology, in Proc of the 7th International Conference on Concrete Pavements. September 9–13, 2001, Orlando, Florida, USA.

Vandenbossche, J. M. 2003. Interpreting Falling Weight Deflectometer Results for Curled and Warped Portland Cement Concrete Pavements. PhD thesis. University of Minnesota.

Wells, A. S.; Phillips, B. M.; Vandenbossche, J. M. 2006. Quantifying Built-in Construction Gradients and Early-Age Slab Deformation Caused by Environmental Loads in a Jointed Plain Concrete Pavement, International Journal of Pavement Engineering 7(4): 275–289. doi:10.1080/10298430600798929

Westergaard, H. M. 1927. Analysis of Stresses in Concrete Pavements due to Variations of Temperature, Highway Research Board Proceedings 6: 201–215.

Yu, T. H.; Khazanovich, L.; Darter, M. I. 2004. Consideration of JPCP Curling and Warping in the 2002 Design Guide [CD-ROM], in Proc of the 83rd Annual Meeting of the TRB, Transportation Research Board, Washington, D. C.

Yu, T. H.; Khazanovich, L.; Darter, M. I.; Ardani, A. 1998. Analysis of Concrete Pavement Response to Temperature and Wheel Loads Measured from Instrumented Slabs, Transportation Research Record 1639: 94–101. doi:10.3141/1639-10

Downloads

Published

27.09.2010

How to Cite

Kim, S., Gopalakrishnan, K., Ceylan, H., & Wang, K. (2010). Early-Age Response of Concrete Pavements to Temperature and Moisture Variations. The Baltic Journal of Road and Bridge Engineering, 5(3), 132-138. https://doi.org/10.3846/bjrbe.2010.19