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Articles

Evaluating the recycled pavement performance and layer moduli at variable temperature by nondestructive tests

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Pages 817-829 | Received 27 Feb 2018, Accepted 08 Aug 2018, Published online: 29 Aug 2018

References

  • AASHTO, 1993. Guide for design of pavement structures. AASHTO, Washington, DC, USA.
  • AC 150/5370-11B, 2011. Use of nondestructive testing in the evaluation of airport pavements. Federal Aviation Administration, U.S. Department of Transportation, USA.
  • Akbarzadeh, H., Bayat, A., and Soleymani, H, 2011. Analytical review of the HMA temperature correction factors from laboratory and falling weight deflectometer tests. International Journal of Pavement Research and Technology, 5 (1), 30–39.
  • Alkasawneh, W., Pan, E., and Green, R, 2007. Effect of the relative root-mean-square error on pavement response. ASCE geotechnical special publication. Analysis of Asphalt Pavement Materials and Systems: Emerging Methods. Colorado. USA, 117–132. doi:10.1061/40924(308)10.
  • Antunes, M.L., 1993. Pavement bearing capacity evaluation using dynamic nondestructive tests, Thesis (PhD), IST, Lisbon, Portugal.
  • Appea, A. K., 2003. Validation of FWD testing results at the Virginia Smart Road: theoretically and by instrument responses. Blacksburg, Virginia, USA.
  • Cardone, F., et al., 2014. Curing and temperature sensitivity of cement-bitumen treated materials. International Journal of Pavement Engineering, 16 (10), 868–880. doi:10.1080/10298436.2014.966710.
  • Chang, J.R., et al., 2002. Evaluating the structural strength of flexible pavement in Taiwan Usung the falling weight deflectometer. International Journal of Pavement Engineering, 3 (3), 131–141. doi: 10.1080/1029843021000067854
  • Chen, D.H., et al., 2001. Temperature correction on falling weight deflectometer measurements. Transportation Research Board, 1716, 30–39. doi: 10.3141/1716-04
  • Frederico, V. Guatimosim, et al., 2016. Laboratory and field evaluation of cold recycling mixture with foamed asphalt. Road Materials and Pavement Design, 19 (2), 385–392. doi:10.1080/14680629.2016.1261726.
  • Fu, P., and Harver, John T, 2007. Temperature sensitivity of foamed asphalt mix stiffness: field and lab study. International Journal of Pavement Engineering, 8 (2), 137–145. doi: 10.1080/10298430601149486
  • Garsia, A.R., and Castro, M, 2011. Analysis of the temperature influence on flexible pavement deflection. Construction and Building Materials, 25 (8), 3530–3539. doi: 10.1016/j.conbuildmat.2011.03.046
  • Gedafa, Daba S., Hossain, Mustaque, and Romanoschi, Stefan A., 2014. Perpetual pavement temperature prediction model. Road Materials and Pavement Design, 15 (1), 55–65. doi: 10.1080/14680629.2013.852610
  • Godenzoni, C., et al., 2017. The evolution of the mechanical behaviour of cold recycled mixtures stabilised with cement and bitumen: field and laboratory study. Road Materials and Pavement Design, 19 (4), 856–877. doi:10.1080/14680629.2017.1279073.
  • Goktepe, A.B., Agar, E., and Lav, A.H, 2006. Advances in backcalculating the mechanical properties of flexible pavements. Advances in Engineering Software, 37 (7), 421–431. doi: 10.1016/j.advengsoft.2005.10.001
  • Ji, Y., et al., 2012. Effect of moisture variation on subgrade and base material MR design values and its implementation in MEPDG. Proc., Transportation Research Board 91st Annual Meeting Transportation Research Board, Washington, DC. USA.
  • Kim, Y.R., Hibbs, B.O., and Lee, Y.C, 1995. Temperature correction of deflections and backcalculated asphalt concrete moduli. Transportation Research Board, 1473, 55–62.
  • Li, M., and Wang, H, 2017. Development of ANN-GA program for backcalculation of pavement moduli under FWD testing with viscoelastic and nonlinear parameters. International Journal of Pavement Engineering, doi:10.1080/10298436.2017.1309197.
  • Modarres, A., et al., 2011. A parametric study on the laboratory fatigue characteristics of recycled mixes. Construction and Building Materials, 25, 2085–2093. doi: 10.1016/j.conbuildmat.2010.11.030
  • Modarres, A., and Ayar, P, 2014. Coal waste application in recycled asphalt mixtures with bitumen emulsion. Journal of Cleaner Production, 83, 263–272. doi: 10.1016/j.jclepro.2014.07.082
  • Modarres, A., Rahimzadeh, M., and Zarrabi, M, 2014. Field investigation of pavement rehabilitation utilizing cold in-place recycling. Resources, Conservation and Recycling, 83, 112–120. doi: 10.1016/j.resconrec.2013.12.011
  • Nazzal, D.M., and Mohammad, N.L, 2010. Estimation of resilient modulus of subgrade soils using falling weight deflectometer. Journal of the Transportation Research Board, 2186 (01), 1–10. doi: 10.3141/2186-01
  • Papaginnakis, A.T., and Masad, E.A, 2007. Pavement design and materials. Hoboken, NJ: John wiley & sons, Inc.
  • Park, S.W., and Kim, Y.R, 1997. Temperature correction of backcalculated moduli and deflections using linear viscoelasticity and time-temperature superposition. Transportation Research Board, 1570, 108–117. doi: 10.3141/1570-13
  • Pozarycki, A., Gornas, P., and Wanatowski, D, 2017. The influence of frequency normalisation of FWD pavement measurements of backcalculated values of stiffness moduli. Road Materials and Pavement Design, doi:10.1080/14680629.2017.1374991.
  • Soleimanbeigi, A., et al., 2014. Effect of temperature on resilient modulus of recycled unbound aggregates. TRB 2014 Annual Meeting, Washington D.C., USA.
  • Stubstad, R. N., et al., 1994. Prediction of AC Mat temperature for routine load/deflection measurements. 4th International Conference, Bearing Capacity of Roads and Airfields, Minneapolis, USA.
  • Taherkhani, H., et al., 2017. Investigating the effect of temperature and loading frequency on the resilient modulus of SBS polymer modified asphalt concrete in dry and saturated conditions. International Journal of Transportation Engineering, 5 (1), 1–16. doi: 10.14257/ijt.2017.5.1.01
  • Ullidtz, P., 1987. Pavement analysis. Amsterdam: Elsevier.
  • Xiong, H., Zhang, Y., and Wang, L, 2017. Temperature effect on deflection prediction of asphalt pavement with drainage layer. Journal of Materials in Civil Engineering, 29 (4), 04016261: 1–7. doi:10.1061/(ASCE)MT.1943-5533.0001710.
  • Zhou, L., 2014. Temperature correction factor for pavement moduli backcalculated from falling weight deflectometer test. CICTP 2014: Safe, Smart, and Sustainable Multimodal Transportation Systems © ASCE 2014. Changsha, China.

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