International Journal of Transportation Engineering and Technology

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Temperature Change Implications for Flexible Pavement Performance and Life

Received: 12 January 2017    Accepted: 20 January 2017    Published: 18 April 2017
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Abstract

The temperature of the asphalt concrete AC is one of the most important environmental factors that influences flexible pavement performance. The possibility hazard of temperature change raises attention in how it may affect the deterioration rates (deflection, strain and stress distributions) in flexible pavement and how pavement service life would be changed as a result. A change in the AC temperature directly influences the stiffness of the asphalt-bound layers, which modifies the stress statues inside the pavement. This alteration in stress can influence the stiffness of the underlying unbound layers since they generally show stress reliance. Due to these relations are nonlinear, the additional pavement life lost at higher than average temperature is not replaced by savings at lower than average temperature. For that, the deterioration amount are overvalues when average pavement temperatures are used for determining the asphalt stiffness. The objective of this research was to study the pavement temperatures throughout the year in Egypt on performance and life of seven pavement sections with different stiffness or thickness using mechanistic-empirical method to investigate the most influential characteristic under temperature change for improving the design of pavement structures. The results revealed the significance of the impact that climate change may have on the performance service life of flexible pavements. These changes may impact the pavement life cycle cost and thus their impact on future maintenance requirement should be investigated.

DOI 10.11648/j.ijtet.20170301.11
Published in International Journal of Transportation Engineering and Technology (Volume 3, Issue 1, March 2017)
Page(s) 1-11
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Temperature Change, Flexible Pavement, Performance, Service Life, Stiffness, Layers Thickness

References
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[2] Marshall, C., Meier, R. W., and Welsh, M., 2001. Seasonal temperature effects on flexible pavements in Tennessee. Transportation Research Board, No. 1764, Washington, D. C., 89–96.
[3] Gang, Z., 2003. Impacts of environmental factors on flexible pavements. Ph. D. thesis, University of Tennessee, Knoxville.
[4] Sascha, K. and Frohmut, W., 2013. Impact of surface temperature on fatigue damage in asphalt pavement. Journal of Highway and Transportation Research and Development, Vol. 7, No. 3, 1-6.
[5] Kang, H., Zheng, Y. and Cal, Y., 2007. Regression analysis of actual measurement of temperature field distribution rules of asphalt pavement. China Journal of Highway and Transport, 20 (6): 13 -18.
[6] Gang, Z., Eric, C., and Roger W., 2007. Environmental effects on the predicted service life of flexible pavements. Journal of Transportation Engineering, ASCE, Vol. 133, No. 1, 47-56.
[7] Li, Q., Mills, L., McNeil, S., and Attoh-Okine, N., 2012. Exploring the impact of climate change on pavement performance and design. Transportation Research Board 91st Annual Meeting, Paper No. 12-2096.
[8] Yaning, Q., Gerardo, W., Andrew, R. and Tony P., 2013. Examining the effects of climatic factors on flexible pavement performance and service life. Journal of the Transportation Research Board. Washington, D. C., No. 2349, DOI: 10. 3141/2349-12.
[9] Byram, D., Xiao, D. X., Wang, K. C. P. and Hall, K., 2012. Sensitivity analysis of climatic influence on MEPDG flexible pavement performance prediction. Transportation Research Board 91st Annual Meeting, Washington, D. C., 2012.
[10] Saha, J., Nassiri S., Bayat, A., and Soleymani, H., 2014. Evaluation of the effects of Canadian climate conditions on the MEPDG predictions for flexible pavement performance. International Journal of Pavement Engineering, 15 (5). 392-401.
[11] Antonio, R. G. and Maria, C., 2011. Analysis of the temperature influence on flexible pavement deflection. Construction and Building Materials, 25, 3530–3539.
[12] Fajing, Pan., Lei, W., Jinke, J. and Wang, J., 2015. A research review of flexible pavement temperature profile. International forum on energy, Environment Science and Materials (IFEESM), 724-727.
[13] Bayomy, F., El-Badawy, S., and Awed, A., 2012. Implementation of the MEPDG for flexible pavements in Idaho. (Report No. FHWA-ID-12-193). ITD Project RP 193, NIATT Project KLK557. National Institute for Advanced Transportation Technology, University of Idaho, Moscow, Idaho: U.S.
[14] Park, D., Buch, N., and Chatti, K., 2001. Effective layer temperature prediction model and temperature correction via falling weight deflectometer deflections. Transportation Research Record, Vol. 1764, Paper No. 01-0121, 97-112.
[15] American association of state highway officials, AASHTO, 1993. AASHTO guide for the design of pavement structures. Washington, D. C., 403.
[16] Abu El-Maaty, A., 2012. Fatigue and rutting lives in flexible pavement. Ain Shams Engineering Journal, 3, 367–374.
[17] Breakah, T., Williams, R., Herzmann, D., and Takle, E., 2011. Effects of using accurate climatic conditions for mechanistic-empirical pavement design. Journal of Transportation Engineering, 137 (1), pp. 84-90.
[18] Samad, E., 2011. Sensitivity analysis in flexible pavement performance using mechanistic empirical method. (Case study: Cirebon-Losari road segment, West Java). Civil Engineering Forum, Vol. 20, 12p.
[19] Egyptian Code of Practice for Urban and Rural Roads, ECP – 2012.
[20] Abu El-Maaty, A., Yousry, A., 2013. Mechanistic-empirical study of sensitivity of truck tire pressure to asphalt pavement thickness in Egypt. Int. Journal of Engineering Research and Application, Vol. 3, Issue 5, pp. 1760-1771.
[21] Hsu, T. W., and Tseng, K. H., 1996. Effect of rest periods on fatigue response of asphalt concrete mixtures. Journal of Transportation Engineering, American Society of Civil Engineering, Vol. 122, No. 4, 316-322.
[22] Salehabadi, E. G., 2012. The linear elastic analysis of flexible pavement by the finite element method and theory of multiple-layers system. Switzerland Research Park Journal, Vol. 101, No. 9, 363-371.
[23] Abdel-Motaleb, M. E., 2007. Impact of high pressure truck tires on pavement design in Egypt. Emirates Journal for Engineering Research, 12 (2), 65-73.
[24] Maha, A. E., Sherif, M. E. and El-Sayed, A. S., 2014. Development and impact of the Egyptian climatic conditions on flexible pavement performance. American Journal of Civil Engineering and Architecture, Vol. 2, No. 3, 115-121.
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Author Information
  • Faculty of Engineering, Minoufia University, Shibeen El-kom City, Egypt

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  • APA Style

    Ahmed Ebrahim Abu El-Maaty. (2017). Temperature Change Implications for Flexible Pavement Performance and Life. International Journal of Transportation Engineering and Technology, 3(1), 1-11. https://doi.org/10.11648/j.ijtet.20170301.11

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    ACS Style

    Ahmed Ebrahim Abu El-Maaty. Temperature Change Implications for Flexible Pavement Performance and Life. Int. J. Transp. Eng. Technol. 2017, 3(1), 1-11. doi: 10.11648/j.ijtet.20170301.11

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    AMA Style

    Ahmed Ebrahim Abu El-Maaty. Temperature Change Implications for Flexible Pavement Performance and Life. Int J Transp Eng Technol. 2017;3(1):1-11. doi: 10.11648/j.ijtet.20170301.11

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  • @article{10.11648/j.ijtet.20170301.11,
      author = {Ahmed Ebrahim Abu El-Maaty},
      title = {Temperature Change Implications for Flexible Pavement Performance and Life},
      journal = {International Journal of Transportation Engineering and Technology},
      volume = {3},
      number = {1},
      pages = {1-11},
      doi = {10.11648/j.ijtet.20170301.11},
      url = {https://doi.org/10.11648/j.ijtet.20170301.11},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ijtet.20170301.11},
      abstract = {The temperature of the asphalt concrete AC is one of the most important environmental factors that influences flexible pavement performance. The possibility hazard of temperature change raises attention in how it may affect the deterioration rates (deflection, strain and stress distributions) in flexible pavement and how pavement service life would be changed as a result. A change in the AC temperature directly influences the stiffness of the asphalt-bound layers, which modifies the stress statues inside the pavement. This alteration in stress can influence the stiffness of the underlying unbound layers since they generally show stress reliance. Due to these relations are nonlinear, the additional pavement life lost at higher than average temperature is not replaced by savings at lower than average temperature. For that, the deterioration amount are overvalues when average pavement temperatures are used for determining the asphalt stiffness. The objective of this research was to study the pavement temperatures throughout the year in Egypt on performance and life of seven pavement sections with different stiffness or thickness using mechanistic-empirical method to investigate the most influential characteristic under temperature change for improving the design of pavement structures. The results revealed the significance of the impact that climate change may have on the performance service life of flexible pavements. These changes may impact the pavement life cycle cost and thus their impact on future maintenance requirement should be investigated.},
     year = {2017}
    }
    

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  • TY  - JOUR
    T1  - Temperature Change Implications for Flexible Pavement Performance and Life
    AU  - Ahmed Ebrahim Abu El-Maaty
    Y1  - 2017/04/18
    PY  - 2017
    N1  - https://doi.org/10.11648/j.ijtet.20170301.11
    DO  - 10.11648/j.ijtet.20170301.11
    T2  - International Journal of Transportation Engineering and Technology
    JF  - International Journal of Transportation Engineering and Technology
    JO  - International Journal of Transportation Engineering and Technology
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    EP  - 11
    PB  - Science Publishing Group
    SN  - 2575-1751
    UR  - https://doi.org/10.11648/j.ijtet.20170301.11
    AB  - The temperature of the asphalt concrete AC is one of the most important environmental factors that influences flexible pavement performance. The possibility hazard of temperature change raises attention in how it may affect the deterioration rates (deflection, strain and stress distributions) in flexible pavement and how pavement service life would be changed as a result. A change in the AC temperature directly influences the stiffness of the asphalt-bound layers, which modifies the stress statues inside the pavement. This alteration in stress can influence the stiffness of the underlying unbound layers since they generally show stress reliance. Due to these relations are nonlinear, the additional pavement life lost at higher than average temperature is not replaced by savings at lower than average temperature. For that, the deterioration amount are overvalues when average pavement temperatures are used for determining the asphalt stiffness. The objective of this research was to study the pavement temperatures throughout the year in Egypt on performance and life of seven pavement sections with different stiffness or thickness using mechanistic-empirical method to investigate the most influential characteristic under temperature change for improving the design of pavement structures. The results revealed the significance of the impact that climate change may have on the performance service life of flexible pavements. These changes may impact the pavement life cycle cost and thus their impact on future maintenance requirement should be investigated.
    VL  - 3
    IS  - 1
    ER  - 

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