Impact of asphalt concrete fatigue endurance limit definition on pavement performance prediction

References

• Bhattacharjee, S., Swamy, A.K., and Daniel, J.S., 2009. Application of the elastic-viscoelastic correspondence principle to determine the fatigue endurance limit of hot mix asphalt. In: Transportation research record: journal of the transportation research board, No. 2126. Washington, DC: Transportation Research Board of the National Academies, 12–18.
   Google Scholar
• 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, No. 1832, Washington, DC: Transportation Research Board of the National Academies, 131–138.
   Google Scholar
• Carpenter, S.H. and Shen, S., 2005. Application of the dissipated energy concept in fatigue endurance limit testing. In: Transportation research record: journal of the transportation research board, No. 1929, Washington, DC: Transportation Research Board of the National Academies, 165–173.
   Google Scholar
• Carpenter, S.H. and Shen, S., 2006. Dissipated energy approach to study hot-mix asphalt healing in fatigue. In: Transportation research record: journal of the transportation research board, No. 1970. Washington, DC: Transportation Research Board of the National Academies, 178–185.
   Google Scholar
• Chehab, G.R., et al., 2003. Characterization of asphalt concrete in uniaxial tension using a viscoelastoplastic continuum damage model. Journal of Association of Asphalt Paving Technologists, 72, 315–355.
   Google Scholar
• Christensen, D.W. and Bonaquist, R., 2009. Analysis of HMA fatigue data using the concepts of reduced loading cycles and endurance limit. Journal of Association of Asphalt Paving Technologists, 79, 377–416.
   Google Scholar
• Daniel, J.S. and Kim, Y.R., 2002. Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model. Journal of Association of Asphalt Paving Technologists, 71, 619–650.
   Google Scholar
• Hou, E.T., Underwood, B.S., and Kim, Y.R., 2010. Fatigue performance prediction of North Carolina mixtures using the simplified viscoelastic continuum damage model. Journal of Association of Asphalt Paving Technologists, 79, 35–80.
   Google Scholar
• Huang, Y.H., 1993. Pavement analysis and design. New Jersey: Prentice-Hall Englewood Cliffs.
   Google Scholar
• Kim, Y.R. and Little, D.N., 1990. One-dimensional constitutive modeling of asphalt concrete. Journal of Engineering Mechanics, 116 (4), 751–772.10.1061/(ASCE)0733-9399(1990)116:4(751)
   Web of Science ®Google Scholar
• Leahy, R.B., et al., 1995. Framework for performance – based approach to mix design and analysis. Journal of Association of Asphalt Paving Technologists, 64, 431–473.
   Google Scholar
• Lee, H.J. and Kim, Y.R., 1998. A viscoelastic continuum damage model of asphalt concrete with healing. ASCE Journal of Engineering Mechanics, 124 (11), 1–9.
   Web of Science ®Google Scholar
• Lytton, R.L., et al., 1993. Development and validation of performance prediction models and specifications for asphalt binders and paving mixes, SHRP Report A-357. Washington, DC: Strategic Highway Research Program.
   Google Scholar
• Mamlouk, M.S., et al., 2012. Refining conditions of fatigue testing of hot mix asphalt. ASTM Journal of Advances in Civil Engineering Materials, 1 (1), p.13. Doi: 10.1520/ACEM20120018.
   Google Scholar
• Monismith, C.L. and McLean, D.B., 1972. Structural design considerations. Journal of Association of Asphalt Paving Technologists, 41, 258–304.
   Google Scholar
• Peterson, R.L., et al., 2004. Determination of threshold strain level for fatigue endurance limit in asphalt mixtures. Proceedings international symposium on design and construction of long lasting asphalt pavements, Auburn, AL, 2004, 385–410.
   Google Scholar
• Prowell, B.D. and Brown, E.R. 2006. Method of determining endurance limit using beam fatigue tests. In: Proceedings 1^st international conference on perpetual pavement. Columbus, OH.
   Google Scholar
• Prowell, B., et al., 2010. Validating the fatigue endurance limit for hot mix asphalt. Washington, DC: National Cooperative Highway Research Program, NCHRP Report 646, NCHRP 9-38 Project.
   Google Scholar
• Reese, R., 1997. Properties of aged asphalt binder related to asphalt concrete fatigue. Journal of Association of Asphalt Paving Technologists, 66, 604–632.
   Google Scholar
• Schapery, R.A., 1990. A theory of mechanical behavior of elastic media with growing damage and other changes in structure. Journal of Mechanics of Physical Solids, 38 (2), 215–253.10.1016/0022-5096(90)90035-3
   Web of Science ®Google Scholar
• Schapery, R.A., 1999. Nonlinear viscoelastic and viscoplastic constitutive equations with growing damage. International Journal of Fracture, 97 (1), 33–66.10.1023/A:1018695329398
   Web of Science ®Google Scholar
• Schutz, W., 1996. A history of fatigue. Engineering Fracture Mechanics, 54 (2), 263–300.10.1016/0013-7944(95)00178-6
   Web of Science ®Google Scholar
• 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.
   Google Scholar
• Soltani, A., Solaimanian, M., and Anderson, D.A., 2006. An investigation of the endurance limit of hot-mix asphalt Concrete using a new uniaxial fatigue protocol. Washington, DC: Federal Highway Administration (FHWA), Final Report, Report Number FHWA-HIF-07-002.
   Google Scholar
• Souliman, M.I., et al., 2013. Fatigue endurance limit for HMA based on healing. Journal of Association of Asphalt Paving Technologists, 82, 503–531.
   Google Scholar
• Thomson, M.R. and Carpenter, S.H., 2006. Considering hot-mix-asphalt fatigue endurance limit in full-depth mechanistic-empirical pavement design. In: Proceedings 1^st international conference on perpetual pavement. Columbus, OH.
   Google Scholar
• Tsai, B.W., Harvey, J.T., and Monismith, C.L., 2002. High temperature fatigue and fatigue damage process of aggregate-asphalt mixes. Journal of Association of Asphalt Paving Technologists, 71, 345–385.
   Google Scholar
• Tsai, B.W., Harvey, J.T., and Monismith, C.L., 2004. Two-stage weibull approach for asphalt concrete fatigue performance prediction. Journal of Association of Asphalt Paving Technologists, 73, 200–228.
   Google Scholar
• Tsai, B.W., Harvey, J.T., and Monismith, C.L., 2005. Using the three- stage weibull equation and tree-based model to characterize the mix fatigue damage process. In: Transportation research record: journal of the transportation research board, No. 1929. Washington, DC: Transportation Research Board of the National Academies, 227–237.
   Google Scholar
• Underwood, B.S., Baek, C.M., and Kim, Y.R., 2012. Simplified viscoelastic continuum damage model as an asphalt concrete fatigue analysis platform. In: Transportation research record: journal of the transportation research board, No. 2296. Washington, DC: Transportation Research Board of the National Academies, 36–45.
   Google Scholar
• Underwood, B.S. and Zeiada, W.A., 2014. Characterization of microdamage healing in asphalt concrete with a smeared continuum damage approach. In: Transportation research record: journal of the transportation research board. Washington, DC: Transportation Research Board of the National Academies, 4(2447), 126–135.
   Google Scholar
• Underwood, B.S. and Kim, Y.R., 2009. Analytical techniques for determining the endurance limit of hot mix asphalt concrete. In: Proceedings 2^nd international conference on perpetual pavement. Columbus, OH.
   Google Scholar
• Underwood, B.S., Kim, Y.R., and Guddati, M.N., 2006. Characterization and performance prediction of ALF mixtures using a viscoelastoplastic continuum damage model. Journal of Association of Asphalt Paving Technologists, 75, 577–636.
   Google Scholar
• Underwood, B.S., Kim, Y.R., and Guddati, M.N., 2010. Improved calculation method of damage parameter in viscoelastic continuum damage model. International Journal of Pavement Engineering, 11 (6), 459–476.10.1080/10298430903398088
   Web of Science ®Google Scholar
• Witczak, M., et al., 2013. Laboratory validation of an endurance limit for HMA pavements. Washington, DC: National Corporation Highway Research Program, NCHRP Report 762.
   Google Scholar
• Zeiada, W.A., et al., 2013. Endurance limit for HMA based on healing phenomenon concept using uniaxial tension-compression fatigue test. Journal of Materials in Civil Engineering, 26 (8), 04014036.
   Web of Science ®Google Scholar