References
- CaroS., et al., 2008. Moisture susceptibility of asphalt mixtures. Part 1: mechanisms. International Journal of Pavement Engineering, 9 (2), 81–98. doi:10.1080/10298430701792128.
- LyttonR.L., et al., 1993. Development and validation of performance prediction models and specifications for asphalt binders and paving mixes. SHRP-A-357.Washington, DC: National Academy of Sciences.
- LyttonR.L., et al., 2005. Measurements of surface energy and its relationship to moisture damage. 0-4524-2. Texas Transportation Institute, Texas A&M University System.
- LuoX., LuoR., and LyttonR.L., 2013. Characterization of fatigue damage in asphalt mixtures using pseudo strain energy. Journal of Materials in Civil Engineering, 25 (2), 208–218.
- MarekC.R. and HerrinM., 1968. Tensile behavior and failure characteristics of asphalt cements in thin films. Association of Asphalt Paving Technologists, 37, 386–421.
- MasadE.A., et al., 2007. Nondestructive measurement of moisture transport in asphalt mixtures. Journal of the Association of Asphalt Paving Technologists, 76, 919–952.
- MonismithC.L., EppsJ.A., and KasianchukD.A., 1971. Asphalt mixture behavior in repeated flexure. Berkeley: University of California.
- SchaperyR., 1975. A theory of crack initiation and growth in viscoelastic media. International Journal of Fracture, 11 (1), 141–159. doi:10.1007/BF00034721.
- TongY., LuoR., and LyttonR.L., 2013. Modeling water vapor diffusion in pavement and its influence on fatigue crack growth of fine aggregate mixture. Transportation Research Record: Journal of the Transportation Research Board, 2373 (1), 71–80. doi:10.3141/2373-08.
- TxDOT, 2004. Standard specifications for construction and maintenance of highways, streets, and bridges. Test procedure for design of bituminous mixtures, TxDOT Designation, Tex-204-F.