388
Views
1
CrossRef citations to date
0
Altmetric
Articles

Asphalt fatigue endurance limit estimation and impact on perpetual pavement design

&
Pages 1239-1247 | Received 09 Jan 2020, Accepted 07 Jul 2020, Published online: 29 Jul 2020

References

  • Asphalt Pavement Alliance (APA), 2002. Perpetual pavements: a synthesis. Lanham, MD: APA 101.
  • Bhattacharjee, S., Swamy, A., and Daniel, J., 2009. Application of elastic–viscoelastic correspondence principle to determine fatigue endurance limit of hot-mix asphalt. Transportation Research Record: Journal of the Transportation Research Board, 2126, 12–18. doi: https://doi.org/10.3141/2126-02
  • Carpenter, S., Ghuzlan, K.A., and Shen, S., 2003. Fatigue endurance limit for highway and airport pavements. Transportation Research Record: Journal of the Transportation Research Board, 1832, 131–138. doi: https://doi.org/10.3141/1832-16
  • Carpenter, S.H. and Shen, S., 2005. Application of the dissipated energy concept in fatigue endurance limit testing. Transportation Research Record: Journal of the Transportation Research Board, 1929, 165–173. doi: https://doi.org/10.1177/0361198105192900120
  • Carpenter, S.H. and Shen, S., 2006. Dissipated energy approach to study hot-mix asphalt healing in fatigue. Transportation Research Record: Journal of the Transportation Research Board, 1970, 178–185. doi: https://doi.org/10.1177/0361198106197000119
  • Carpenter, S.H. and Shen, S., 2009. Effect of mixture variables on the fatigue endurance limit for perpetual pavement design. 2nd international conference on perpetual pavements, September 30–October 2, 2009 Columbus, OH.
  • Castro, A.J., et al., 2017. Further evaluation of limiting strain criteria for perpetual asphalt pavement design. Transportation Research Record: Journal of the Transportation Research Board, 2640, 41–48. doi: https://doi.org/10.3141/2640-05
  • Goodrich, J.L., 1988. Asphalt and polymer modified asphalt properties related to the performance of asphalt concrete mixes. Journal of Association of Asphalt Paving Technologists, 57, 116–175.
  • Lee, H.J., et al., 2002. Laboratory evaluation of the effects of aggregate gradation and binder type on performance of asphalt mixtures. 9th international conference on asphalt pavements, 17–22 August 2002 Copenhagen, 149–160.
  • Monismith, C., et al., 2004. The I-710 freeway rehabilitation project: mix and structural section design, construction considerations and lessons learned. International symposium on design and construction of long lasting asphalt pavements, 8–9 June 2004 Auburn, AL, 217–262.
  • Monismith, C.L. and McLean, D.B., 1972. Structural design considerations. Journal of Association of Asphalt Paving Technologists, 41, 12–31.
  • Nishizawa, T., Shimeno, S., and Sekiguchi, M., 1997. Fatigue analysis of asphalt pavements with thick asphalt mixture layer. 8th international conference on asphalt pavements, 10–14 August,1997 Seattle, WA, 969–976.
  • Peterson, R.L., et al., 2004. Determination of threshold strain level for fatigue endurance limit in asphalt mixtures. International symposium on design and construction of long lasting asphalt pavements, 8–9 June 2004 Auburn, AL, 385–410.
  • Prowell, B.D., et al., 2010. Validating the fatigue endurance limit for hot mix asphalt. National cooperative highway research program. Washington, DC: Transportation Research Board, National Research Council, NCHRP Report 646.
  • Shen, S. and Carpenter, S.H., 2007. Development of an asphalt fatigue model based on energy principles. Journal of Association of Asphalt Paving Technologists, 76, 525–573.
  • Souliman, M.I., et al., 2013. Fatigue endurance limit for HMA based on healing. Journal of Association of Asphalt Paving Technologists, 82, 503–531.
  • Thompson, M.R. and Carpenter, S.H., 2006. Considering hot-mix asphalt fatigue endurance limits in full-depth mechanistic-empirical pavement design. 1st international conference on perpetual pavements, 13–15 September 2006 Columbus, OH.
  • Timm, D.H., 2009. Design, construction, and instrumentation of the 2006 test track structural study. Auburn, AL: National Center for Asphalt Technology, NCAT report 09-01.
  • Timm, D.H., 2017. Perroad computer program. Auburn, AL: Auburn University, National Center for Asphalt Technology.
  • Timm, D.H., Newcomb, D.E., and Galambos, T.V., 2000. Incorporation of reliability into mechanistic-empirical pavement design. Transportation Research Record: Journal of the Transportation Research Board, 1730, 73–80. doi: https://doi.org/10.3141/1730-09
  • Tran, N., et al., 2016. Refined limiting strain criteria and approximate ranges of maximum thicknesses for designing long-life asphalt pavements. Auburn, AL: National Center for Asphalt Technology, NCAT report 15-05R.
  • Tutu, A.K., 2018. A recursive pseudo fatigue cracking damage model for asphalt pavements. Thesis (PhD). Auburn University, AL. Available from: http://hdl.handle.net/10415/6350.
  • Underwood, B.S. and Kim, Y.R., 2009. Analytical techniques for determining the endurance limit of hot mix asphalt concrete. 2nd international conference on perpetual pavement, September 30–October 2 2009 Columbus, OH.
  • Vargas-Nordcbeck, A. and Timm, D.H., 2013. Physical and structural characterization of sustainable asphalt pavement sections at the NCAT test track. Auburn, AL: National Center for Asphalt Technology, NCAT report 13-02.
  • Von Quintus, H., 2004. Quantifications of the effects of polymer-modified asphalt for reducing pavement distress. Lexington, KY: Asphalt Institute, Engineer’s report ER-215.
  • Von Quintus, H., 2006. Application of the endurance limit premise in mechanistic-empirical based pavement design procedures. 1st international conference on perpetual pavements, 13–15 September 2006 Columbus, OH.
  • Walubita, L.F., et al., 2008. Modeling perpetual pavements using the flexible pavement system software. 87th transportation research board annual meeting, 13–17 January 2008 Washington, D.C.
  • West, R., et al., 2012. Phase IV NCAT pavement test track findings. Auburn, AL: National Center for Asphalt Technology, NCAT report 12-10.
  • West, R., et al., 2018. Phase V (2012–2014) NCAT test track findings. Auburn, AL: National Center for Asphalt Technology, NCAT report 16-04.
  • Willis, R., et al., 2009. Phase III NCAT test track findings. Auburn, AL: National Center for Asphalt Technology, NCAT report 09-08.
  • Willis, J.R. and Timm, D.H., 2009. Field-based strain thresholds for flexible perpetual pavement design. Auburn, AL: National Center for Asphalt Technology, NCAT report 09-09.
  • Witczak, M., et al., 2013. Laboratory validation of an endurance limit for asphalt pavements. National cooperative highway research program. Washington, DC: Transportation Research Board, National Research Council, NCHRP report 762.
  • Wu, Z., Siddique, Z.Q., and Gisi, A.J., 2004. Kansas Turnpike—an example of long lasting asphalt pavement. International symposium on design and construction of long lasting asphalt pavements, 8–9 June 2004 Auburn, AL, 857–876.
  • Zeiada, W., et al., 2014. Endurance limit for HMA based on healing phenomenon concept using uniaxial tension-compression fatigue test. Journal of Materials in Civil Engineering, 26 (8), 04014036-1–04014036-8. doi: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000917
  • Zeiada, W.A., Underwood, B.S., and Kaloush, K.E., 2016. Impact of asphalt concrete fatigue endurance limit definition on pavement performance prediction. International Journal of Pavement Engineering, 18 (11), 945–956. doi: https://doi.org/10.1080/10298436.2015.1127372

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.