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Page 24
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2013. Laboratory Validation of an Endurance Limit for Asphalt Pavements. Washington, DC: The National Academies Press. doi: 10.17226/22453.
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Page 24
Page 25
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2013. Laboratory Validation of an Endurance Limit for Asphalt Pavements. Washington, DC: The National Academies Press. doi: 10.17226/22453.
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Page 25

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

24 1. Monismith, C. L., and D. B. McLean. “Structural Design Con- siderations,” Proceedings of the Association of Asphalt Paving Technologists, Vol. 41, 1972. 2. Nishizawa, T., S. Shimeno, and M. Sekiguchi. “Fatigue Analysis of Asphalt Pavements with Thick Asphalt Mixture Layer,” Proceedings of the 8th International Conference on Asphalt Pavements, Vol. 2. University of Washington, Seattle, WA, August 1997, pp. 969–976. 3. Wu, Z., Z. Q. Siddique, and A. J. Gisi. “Kansas Turnpike—An Exam- ple of Long Lasting Asphalt Pavement,” Proceedings, International Symposium on Design and Construction of Long Lasting Asphalt Pavements. National Center for Asphalt Technology, Auburn, AL, 2004, pp. 857–876. 4. Bhattacharjee, S., A. Swamy, and J. Daniel. Application of Elastic– Viscoelastic Correspondence Principle to Determine Fatigue Endur- ance Limit of Hot-Mix Asphalt. In Transportation Research Record: Journal of the Transportation Research Board, No. 2126, Transporta- tion Research Board of the National Academies, Washington, D.C., 2009, pp. 12–18. 5. Carpenter, S., H. K. Ghuzlan, and S. Shen. Fatigue Endurance Limit for Highway and Airport Pavements. In Transportation Research Record: Journal of the Transportation Research Board, No. 1832, Trans- portation Research Board of the National Academies, Washington, D.C., 2003, pp. 131–138. 6. Thompson, M. R., and S. H. Carpenter. “Considering Hot-Mix- Asphalt Fatigue Endurance Limit in Full-Depth Mechanistic- Empirical Pavement Design,” International Conference on Perpetual Pavement, Columbus, OH, 2006. 7. Prowell, B. et al. “Endurance Limit of Hot Mix Asphalt Mixtures to Prevent Fatigue Cracking in Flexible Pavements,” NCHRP Project 9-38, Updated Draft Final Report, NCHRP, Washington, DC, May 2008. 8. Advanced Asphalt Technologies, LLC. “Hot Mix Asphalt Endur- ance Limit Workshop: Executive Summary,” National Cooperative Highway Research Program Project 9-44, November, 2007. 9. Carpenter, S. H., and S. Shen. A Dissipated Energy Approach to Study HMA Healing in Fatigue. In Transportation Research Record: Journal of the Transportation Research Board, No. 1970, Transporta- tion Research Board of the National Academies, Washington, D.C., 2006, pp. 178–185. 10. Kim, B., and R. Roque. Evaluation of Healing Property of Asphalt Mixtures. In Transportation Research Record: Journal of the Trans- portation Research Board, No. 1970, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 84–91. 11. Phillips, M. C. “Multi-Step Models for Fatigue and Healing, and Binder Properties Involved in Healing.” Proceedings, Eurobitume Workshop on Performance Related Properties for Bituminous Binders, Luxembourg, Paper No. 115, 1998. 12. Kim, Y. R., and D. N. Little. Evaluation of Healing in Asphalt Con- crete by Means of the Theory of Nonlinear Viscoelasticity. In Trans- portation Research Record 1228, TRB, National Research Council, Washington, DC, 1989, pp. 198–210. 13. Advanced Pavement Laboratory. NCHRP Project 9-44 Research Plan, Washington, DC, Nov. 2008. 14. SHRP, A-404. Fatigue Response of Asphalt-Aggregate Mixes. Strategic Highway Research Program, National Research Council, Washington, DC, 1994. 15. Harvey, J., and B.-W. Tsai. Effects of Asphalt Content and Air Void Content on Mix Fatigue and Stiffness. In Transportation Research Record 1543, TRB, National Research Council, Washington, DC, 1996, pp. 38–45. 16. Tayebali, A. A., G. M. Rowe, and J. B. Sousa. “Fatigue Response of Asphalt Aggregate Mixtures.” Journal of the Association of Asphalt Paving Technologists, Vol. 61, 1994, pp. 333–360. 17. Verstraeten, J., J. E. Romain, and V. Veverka. “The Belgian Road Research Center’s Overall Approach Structural Design.” Fourth International Conference on the Structural Design of Asphalt Pavements, Vol. 1, Proc., Ann Arbor, MI, Aug 1977. 18. Van Dijk, W., and W. Visser. “The Energy Approach to Fatigue for Pavement Design.” Proceedings Journal of the Association of Asphalt Paving Technologists Vol. 46, 1977, pp. 1-40. 19. Monismith, C. L., K. E. Secor, and W. Blackmer. “Asphalt Mix- ture Behavior in Repeated Flexure.” Proceedings of Association of Asphalt Paving Technologists, Vol. 30, 1961, pp. 188–222. 20. Raithby, K. D., and A. B. Sterling. “Some Effects of Loading History on the Performance of Rolled Asphalt.” TRRL-LR 496, Crowthorne, England, 1972. 21. Bonnaure, F., A. H. J. J. Huibbers, and A. Booders. “A Laboratory Investigation of the Influence of Rest Periods on Fatigue Char- acteristics of Bituminous Mixes.” Proceedings, the Association of Asphalt Paving Technologists, Vol. 51, 104, 1982. 22. Uniform Standard Specifications for Public Works Construction Sponsored and Distributed by the Maricopa Association of Govern- ments, Phoenix, AZ, 2011. References

25 28. Montgomery, D. C. Design and Analysis of Experiments, 8th Edition. John Wiley & Sons, Inc., Hoboken, NJ, 2013. 29. Schapery, R. A. Correspondence Principles and a Generalized J Integral for Large Deformation and Fracture Analysis of Visco- elastic Media. International Journal of Fracture, Vol. 25, 1984, pp. 195–223. 30. Kim, Y. R., D. N. Little, and R. L. Lytton. Fatigue and Healing Characterization of Asphalt Mixtures. Journal of Materials in Civil Engineering, ASCE, Vol. 15, No. 1, 2003, pp. 75-83. 31. Underwood, B. S., Y. R. Kim, and M. N. Guddati. Improved Calcu- lation Method of Damage Parameter in Viscoelastic Continuum Damage Model. International Journal of Pavement Engineering, Vol. 11, Issue 6, December 2010, pp. 459–476. 32. Daniel, J. S., and Y. R. Kim. Development of a Simplified Fatigue Test and Analysis Procedure Using a Viscoelastic, Continuum Dam- age Model. Journal of the Association of Asphalt Paving Technologists, Vol. 71, 2002, pp. 619–650. 33. Evolver Software, http://www.palisade.com/evolver/. 23. Witczak, M. W., M. S. Mamlouk, and M. A. Abojaradeh. Superpave Support and Performance Models Management. NCHRP Project 9-19, Task F – Evaluation Tests, Flexure Fatigue Tests. Department of Civil and Environmental Engineering, Arizona State University, Tempe, AZ, July 2001. 24. Mamlouk, M., M. Souliman, W. Zeiada, and K. Kaloush. “Refining Conditions of Fatigue Testing of Hot Mix Asphalt.” ASTM Journal of Advances in Civil Engineering Materials, Vol. 1, Issue 1, http:// www.astm.org/DIGITAL_LIBRARY/JOURNALS/ACEM/PAGES/ ACEM20120018.htm, Nov. 2012. 25. Pronk, A. C. “Comparison of 2 and 4 Point Fatigue Tests and Healing in 4 Point Dynamic Bending Test Based on the Dissipated Energy Concept.” 8th International Conference on Asphalt Pavements, Seattle, WA, 1997. 26. Pronk, A. C. “Haversine Fatigue Testing in Controlled Deflection Mode: Is It Possible?” Presented at the Transportation Research Board 89th Annual Meeting, 2010. 27. JMP® software, SAS Institute Inc., http://www.jmp.com/.

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 762: Laboratory Validation of an Endurance Limit for Asphalt Pavements presents models for the hot-mix asphalt fatigue endurance limit that are responsive to asphalt binder and mixture properties and healing between load cycles and are suitable for incorporation as algorithms in Pavement Mechanistic-Empirical Design and other design methods.

Appendixes were not included in the print version of the report, but are available for download from the links below:

Appendix 1, Integrated Predictive Model for Healing and Fatigue Endurance Limit for Asphalt Concrete

Appendix 2, Endurance Limit for HMA Based on Healing Phenomena Using Viscoelastic Continuum Damage Analysis

Appendix 3, Project Lab Test Results Inserted into the Mechanistic Empirical Distress Prediction Models (M-E_DPM) Database

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