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Research Article

Reduction of critical positive temperature gradients in jointed plain concrete pavements

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Article: 2197645 | Received 24 Nov 2022, Accepted 24 Mar 2023, Published online: 08 Apr 2023

References

  • Alland, K., 2018. Analysing falling weight deflectometer data on curled and warped concrete slabs. PhD Dissertation. University of Pittsburgh.
  • Applied Research Associates (ARA), Inc, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures final report NCHRP 1-37A. Washington, DC: Transportation Research Board of the National Academies.
  • Beckemeyer, C. A., Khazanovich, L., and Yu, H. T, 2002. Determining Amount of Built-in Curling in Jointed Plain Concrete Pavement. Transportation Research Record, 1809.
  • Bretz, S., Akbari, H., and Rosenfeld, A. A., 1998. Practical issues for using solar-reflective materials to mitigate urban heat islands. Atmospheric Environment, 32 (1), 95–101.
  • Ceylan, H., et al., 2013. Global sensitivity analysis of jointed plain concrete pavement mechanistic–empirical performance predictions. Transportation Research Record, 2367 (1), 113–122.
  • Chatti, K., Manik, A., and Brake, N., 2008. Effect of axle configurations on fatigue and faulting of concrete pavements. 10th International Symposium on Heavy Vehicle Transport Technology. Paris: Francia.
  • Choubane, B., and Tia, M, 1992. Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements. Transportation Research Record, 1370 (1), 11.
  • Ioannides, A. M., and Khazanovich, L, 1998. Nonlinear temperature effects on multilayered concrete pavements. Journal of Transportation Engineering, 124 (2), 128–136.
  • Janssen, D., and Snyder, M, 2000. The temperature-moment concept for evaluating pavement temperature data. Journal of Infrastructure Engineering, 6 (2), 81–83.
  • Jeong, J., and Zollinger, D. G, 2005. Environmental effects on the behavior of jointed plain concrete pavements. Journal of Transportation Engineering, 131 (2), 140–148.
  • Khazanovich, L., and Gotlif, A, 2003. Evaluation of joint and crack load transfer final report. federal highway adminisitration. McLean, VA: Federal Highway Administration.
  • Ko, J., et al., 2022. Measuring the impacts of a real-world neighborhood-scale cool pavement deployment on albedo and temperatures in Los Angeles. Environmental Research Letters, 17 (4), 044027.
  • Koh, Y., et al., 2022. Structural and fatigue analysis of jointed plain concrete pavement Top-down and bottom-up transverse cracking subjected to superloads. Transportation Research Record, 2676 (9), 76–93.
  • Larson, G., and Dempsey, B., 1997. Enhanced integrated climatic model Version 2.0. University of Illinois, Urbana-Champaign: Department of Civil and Environmental Engineering.
  • Levinson, R., and Akbari, H, 2002. Effects of composition and exposure on the solar reflectance of Portland cement concrete. Cement and Concrete Research, 32 (11), 1679–1698.
  • Li, H., Harvey, J., and Kendall, A., 2013. Field measurement of albedo for different land cover materials and effects on thermal performance. Building and Environment, 59, 536–546.
  • Li, H., Saboori, A., and Cao, X, 2016. Information synthesis and preliminary case study for life cycle assessment of reflective coatings for cool pavements. International Journal of Transportation Science and Technology, 5 (1), 38–46.
  • Mohamed, A. R., and Hansen, W, 1997. Effect of nonlinear temperature gradients on curling stress in concrete pavements. Transportation Research Record, 1568 (1), 65–71.
  • NASA, n.d. Modern-era retrospective analysis for research applications, version 2. Available from: https://gmao.gsfc.nasa.gov/reanalysis/MERRA-2/ [Retrieved October 2021].
  • Nassiri, S., and Vandenbossche, J. M, 2012. Establishing built-in temperature gradient for jointed plain concrete pavements in Pennsylvania. International Journal of Pavement Research & Technology, 5 (4), 245–256.
  • Qin, Y., et al., 2018. Measuring the albedo of limited-extent targets without the aid of known-albedo masks. Solar Energy, 171, 971–976.
  • Rao, S., and Roesler, J, 2005. Characterizing effective built-In curling from concrete pavement field measurements. Journal of Transportation Engineering, Part B: Pavements, 131 (4), 320–327.
  • Richardson, J., and Armaghani, J, 1987. Stress caused by temperature gradient in Portland cement concrete pavements. Transportation Research Record, 1121, 7–13.
  • Sen, S., Fernandèz, J., and Roesler, J, 2020. Reflective parking lots for microscale urban heat island mitigation. Transportation Research Record, 2674 (8), 663–671.
  • Sen, S., and Roesler, J, 2017. Microscale heat island characterization of rigid pavements. Transportation Research Record, 2639 (1), 73–83.
  • Sen, S., Roesler, J., and King, D, 2018. Albedo estimation of finite-sized concrete specimens. Journal of Testing and Evaluation, 47 (2), 738–757.
  • Thompson, M. R., et al., 1987. Characterizing temperature effects for pavement analysis and design. Transportation Research Record, 1121, 14–22.
  • Vandenbossche, J., 2003. Interpreting falling weight deflectometer results for curled and warped Portland cement concrete pavements. PhD Dissertation. University of Minnesota.
  • Vandenbossche, J, 2007. Effects of slab temperature profiles on use of falling weight deflectometer data to monitor joint performance and detect voids. Transportation Research Record, 2005 (1), 75–85.
  • Vandenbossche, J., et al., 2021. Effect of superloads on pavement life. Harrisburg, PA: PA Dept. of Transportation.
  • Wells, S., Phillips, B., and Vandenbossche, J, 2006. Characterizing strain induced by environmental loads in jointed plain concrete pavements: immediately after paving and throughout first 10 months. Transportation Research Record: Journal of the Transportation Research Board, 1947, 36–40.
  • Xie, N., et al., 2019. Laboratorial investigation on optical and thermal properties of cool pavement nano-coatings for urban heat island mitigation. Building and Environment, 147, 231–240.
  • Yang, X., et al., 2020. Sensitivity of rigid pavement performance predictions to individual climate variables using pavement ME design. Journal of Transportation Engineering, Part B: Pavements, 146 (3), 04020028.
  • Yu, T. H., et al., 1998. Analysis of concrete pavement responses to temperature and wheel loads measures from instrumented slabs. Transportation Research Record of the Transportation Research Board, 1629, 94–101.
  • Yu, T., and Khazanovich, L., 2001. Effects of construction curling on concrete pavement behavior. 7th International Conference on Concrete Pavements, Orlando, FL.
  • Zapata, C. E., et al., 2007. Incorporation of environmental effects in pavement design. Road Materials and Pavement Design, 8 (4), 667–693.
  • Zhao, H., Ma, L., and Zhang, J., 2018. Effects of temperature variations on the deflections of airfield jointed plain concrete pavements. International Journal of Transportation Science and Technology, 7 (3), 179–188.

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