423
Views
3
CrossRef citations to date
0
Altmetric
Articles

Field experiments and numerical analysis of curling behavior of cast-in-situ short paneled concrete pavement on lean concrete base

ORCID Icon, ORCID Icon &
Pages 3743-3756 | Received 16 Dec 2020, Accepted 09 Apr 2021, Published online: 19 Apr 2021

References

  • Alland, K.D., Vandenbossche, J.M., and Melo de Sousa, A., 2017. Daily cycles of temperature-independent curvature in jointed plain concrete pavements. Journal of Transportation Engineering, Part A: Systems, 143 (8), 04017034.
  • Bhattacharya, B.B., et al., 2019. Impact of joint spacing on bonded concrete overlay of existing asphalt pavement in the AASHTOW are pavement ME design software. Journal of Transportation Engineering, Part B: Pavements, 145 (3), 04019018.
  • Bradbury, R.D., 1938. Reinforced concrete pavements. Washington, DC: Wire Reinforcement Institute.
  • Ceylan, H., et al., 2016. Impact of curling and warping on concrete pavement.
  • Choubane, B., and Tia, M., 1995. Analysis and verification of thermal-gradient effects on concrete pavement. Journal of Transportation Engineering, 121 (1), 75–81.
  • Chung, Y., and Shin, H.C., 2011. Characterization of the coefficient of thermal expansion and its effect on the performance of Portland cement concrete pavements. Canadian Journal of Civil Engineering, 38 (2), 175–183.
  • Covarrubias, T.J.P., and Covarrubias, J.P., 2008. “TCP design” for thin concrete pavement. In: 9th international conference on concrete pavements international society for concrete pavements, California, USA.
  • Hall, K., and Tayabji, S., 2011. Coefficient of thermal expansion in concrete pavement design. The Advanced Concrete Pavement Technology (ACPT) Products Program, Office of Pavement Technology, Federal Highway Administration.
  • Hiller, J.E., and Roesler, J.R., 2010. Simplified nonlinear temperature curling analysis for jointed concrete pavements. Journal of Transportation Engineering, 136 (7), 654–663.
  • Huang, Y.H., 2004. Pavement analysis and design. Englewood Cliffs, NJ: Prentice-Hall.
  • IRC 58, 2015. Guidelines for the design of plain jointed rigid pavements for highways. 4th ed. New Delhi: The Indian Roads Congress.
  • Jeong, J.H., and Zollinger, D.G., 2005. Environmental effects on the behavior of jointed plain concrete pavements. Journal of Transportation Engineering, 131 (2), 140–148.
  • Joshaghani, A., and Zollinger, D.G., 2019. Assessment of concrete pavement set gradient based on analysis of slab behavior and field test data. Transportation Research Record, 2673 (6), 512–523.
  • Khazanovich, L., 1994. Structural analysis of multi-layered concrete pavement systems. Thesis (PhD). University of Illinois at Urbana, IL.
  • Mallela, J., et al., 2005. Measurement and significance of the coefficient of thermal expansion of concrete in rigid pavement design. Transportation Research Record, 1919 (1), 38–46.
  • Masad, E., Taha, R., and Muhunthan, B., 1996. Finite-element analysis of temperature effects on plain-jointed concrete pavements. Journal of Transportation Engineering, 122 (5), 388–398.
  • Mirsayar, M.M., Huang, K., and Zollinger, D.G., 2016. New approach to determining concrete slab lift-off by use of interfacial fracture mechanics concepts. Transportation Research Record, 2590 (1), 10–17.
  • Mohamed, A.R., and Hansen, W., 1996. Prediction of stresses in concrete pavements subjected to non-linear gradients. Cement and Concrete Composites, 18, 381–387.
  • Nantung, T.E., 2011. High performance concrete pavement in Indiana. Report FHWA/IN/JTRP-2011/20. Indiana Department of Transportation, Division of Research and Development, West Lafayette, IN.
  • Nassiri, S., Vandenbossche, J.M., and Janssen, D.J., 2014. Methodology for identifying zero-stress time for jointed plain concrete pavements. Transportation Research Record, 2441 (1), 62–71.
  • Oh, H.J., et al., 2016. Experimental analysis of curling behavior of continuously reinforced concrete pavement. Construction and Building Materials, 128, 57–66.
  • Pradena, M.A., 2017. The effects of the early-age concrete behaviour on the in-service performance of jointed plain concrete pavements. Thesis (PhD). Delft University of Technology, the Netherlands.
  • Pradena, M., and Houben, L., 2015. Cost-effective joints configurations of concrete pavements for a sustainable infrastructure. Journal of Transport Literature, 9 (2), 45–49.
  • Roesler, J.R., Cervantes, V.G., and Amirkhanian, A.N., 2012. Accelerated performance testing of concrete pavement with short slabs. International Journal of Pavement Engineering, 13 (6), 494–507.
  • Rufino, D., and Roesler, J., 2005. Effects of temperature curling on airfield rigid pavement responses. Road Materials and Pavement Design, 6 (3), 311–337.
  • Selezneva, O., et al., 2004. Development of a mechanistic-empirical structural design procedure for continuously reinforced concrete pavements. Transportation Research Record, 1896 (1), 46–56.
  • Siddique, Z., Hossain, M., and Meggers, D., 2006. Curling and curling stresses of new concrete pavements. In: Airfield and highway pavement: meeting today's challenges with emerging technologies, 671–682.
  • Sok, T., Kim, Y.K., and Lee, S.W., 2020. Numerical approach to predict zero-stress temperature in concrete pavements. Construction and Building Materials, 262, 120076.
  • Vandenbossche, J.M., et al., 2011. An evaluation of the built-in temperature difference input parameter in the jointed plain concrete pavement cracking model of the Mechanistic–Empirical Pavement Design Guide. International Journal of Pavement Engineering, 12 (3), 215–228.
  • William, G.W., and Shoukry, S.N., 2001. 3D finite element analysis of temperature-induced stresses in dowel jointed concrete pavements. International Journal of Geomechanics, 1 (3), 291–307.
  • Yeon, J.H., 2015. Implications of zero-stress temperature for the long-term behavior and performance of continuously reinforced concrete pavement. Construction and Building Materials, 91, 94–101.
  • Ytterberg, R.F., 1987. Shrinkage and curling of slabs on grade, part II: warping and curling. Concrete International, 9 (5), 54–61.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.