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Articles

Estimating fatigue endurance limits of flexible airfield pavements

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Pages 534-542 | Received 09 Nov 2015, Accepted 15 Mar 2016, Published online: 04 May 2016

References

  • Carpenter, S.H., Ghuzlan,K.A., and Shen, S., 2003. Fatigue endurance limit for highway and airport pavements. In: Transportation Research Record: Journal of the Transportation Research Board. 1832 vol. Washington, DC, 131–138.10.3141/1832-16
  • Chomton, G. and Valayer, P.J., 1972. Applied rheology of asphalt mixes practical application. In: Proceeding of Third International Conference on the Structural Design of Asphalt Pavements. London.
  • Garg, N. and Hayhoe, G., 2001. Asphalt concrete strain responses at high loads and low speeds at the national airport pavement test facility (NAPTF), Technical Report to FAA, Galaxy Scientific Corporation.
  • Lane, B., Brown, A.W., and Tighe, S., 2006. Perpetual pavements: the Ontario experiment. In: Presented at the International Conference on Perpetual Pavements. Columbus, Ohio.
  • Shen, S. and Carpenter, S.H., 2007. Dissipated energy concepts for HMA performance: fatigue and healing. In: Publication No. DOT 05-C-AT-UIUC-COE, Federal Aviation Administration (FAA). Washington, DC.
  • Van Dijk, W., 1975. Practical fatigue characterization of bituminous mixes. In: Proceedings of the Association of Asphalt Paving Technologists (AAPT), 44 vol, 38.
  • Van Dijk, W. and Visser, W., 1977. The energy approach to fatigue for pavement design. In: Proceedings of Annual meeting of the Association of Asphalt Paving Technologists (AAPT), 46 vol, 1–40.

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