Assessing the effects of RAP, RAS, and warm-mix technologies on fatigue performance of asphalt mixtures and pavements using viscoelastic continuum damage approach

References

• Cao, W., & Kim, Y. R. (2012). Fatigue performance modeling of Binzhou perpetual pavements using viscoelastic continuum damage finite element program. Paper presented at the 3rd International Symposium of the International Society for Asphalt Pavements, Nanjing.
   Google Scholar
• Cao, W., Norouzi, A., & Kim, Y. R. (2016). Application of viscoelastic continuum damage approach to predict fatigue performance of Binzhou perpetual pavements. Journal of Traffic and Transportation Engineering (English Edition), 3(2), 104–115. doi: 10.1016/j.jtte.2016.03.002
   Google Scholar
• Daniel, J. S., & 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
• Eslaminia, M., Thirunavukkarasu, S., Guddati, M. N., & Kim, Y. R. (2012). Accelerated pavement performance modeling using layered viscoelastic analysis. In Proceedings of the 7th RILEM international conference on cracking in pavements (pp. 497–506), Delft.
   Google Scholar
• Hansen, K. R., & Copeland, A. (2015). Information series 138: 5th annual asphalt pavement industry survey on recycled materials and warm-mix asphalt usage: 2014. Lanham, MD: National Asphalt Pavement Association.
   Google Scholar
• Hill, B., Behnia, B., Buttlar, W. G., & Reis, H. (2013). Evaluation of warm mix asphalt mixtures containing reclaimed asphalt pavement through mechanical performance tests and an acoustic emission approach. Journal of Materials in Civil Engineering, 25(12), 1887–1897. doi: 10.1061/(ASCE)MT.1943-5533.0000757
   Web of Science ®Google Scholar
• Hou, T., Underwood, B. S., & Kim, Y. R. (2010). Fatigue performance prediction of North Carolina mixtures using the simplified viscoelastic continuum damage model. Journal of the Association of Asphalt Paving Technologists, 79, 35–80.
   Google Scholar
• Huang, B., Shu, X., & Vukosavljevic, D. (2011). Laboratory investigation of cracking resistance of hot-mix asphalt field mixtures containing screened reclaimed asphalt pavement. Journal of Materials in Civil Engineering, 23(11), 1535–1543. doi: 10.1061/(ASCE)MT.1943-5533.0000223
   Web of Science ®Google Scholar
• Kutay, M. E., Gibson, N., & Youtcheff, J. (2008). Conventional and viscoelastic continuum damage (VECD)-based fatigue analysis of polymer modified asphalt pavements. Journal of the Association of Asphalt Paving Technologists, 77, 395–434.
   Google Scholar
• Lee, J., Norouzi, A., & Kim, Y. R. (2014). Determining specimen geometry of cylindrical specimens for direct tension fatigue testing of asphalt concrete. Journal of Testing and Evaluation, 45(2), 2056–2066.
   Google Scholar
• Li, X., & Gibson, N. (2016). Comparison of asphalt mixture performance tester fatigue characteristics with full scale pavement cracking for recycled and warm mix asphalts. Washington, DC: Transportation Research Board Compendium.
   Google Scholar
• Mohammad, L. N., Negulescu, I. I., Wu, Z., Daranga, C., Daly, W. H., & Abadie, C. (2003). Investigation of the use of recycled polymer modified asphalt binder in asphalt concrete pavements. Journal of the Association of Asphalt Paving Technologists, 72, 551–594.
   Google Scholar
• Norouzi, A., & Kim, Y. R. (2017). Mechanistic evaluation of fatigue cracking in asphalt pavements. International Journal of Pavement Engineering, 18(6), 530–546. doi: 10.1080/10298436.2015.1095909
   Web of Science ®Google Scholar
• Norouzi, A., Sabouri, M., & Kim, Y. R. (2016). Fatigue life and endurance limit prediction of asphalt mixtures using energy-based failure criterion. International Journal of Pavement Engineering. doi: 10.1080/10298436.2016.1141352
   Web of Science ®Google Scholar
• Park, S. W., Kim, Y. R., & Schapery, R. A. (1996). A viscoelastic continuum damage model and its application to uniaxial behavior of asphalt concrete. Mechanics of Materials, 24, 241–255. doi: 10.1016/S0167-6636(96)00042-7
   Web of Science ®Google Scholar
• Rice, J. R. (1968). A path independent integral and the approximate analysis of strain concentration by notches and cracks. Journal of Applied Mechanics, 36, 379–386. doi: 10.1115/1.3601206
   Google Scholar
• Sabouri, M., Bennert, T., Daniel, J. S., & Kim, Y. R. (2015). A comprehensive evaluation of the fatigue behavior of plant-produced RAP mixtures. Road Materials and Pavement Design, 16(Suppl. 2), 29–54. doi: 10.1080/14680629.2015.1076997
   Web of Science ®Google Scholar
• Sabouri, M., & Kim, Y. R. (2014). Development of a failure criterion for asphalt mixtures under different modes of fatigue loading. Transportation Research Record: Journal of the Transportation Research Board, 2447, 117–125. doi: 10.3141/2447-13
   Web of Science ®Google Scholar
• Schapery, R. A. (1984). Correspondence principles and a generalized J-integral for large deformation and fracture analysis of viscoelastic media. International Journal of Fracture, 25(3), 195–223. doi: 10.1007/BF01140837
   Web of Science ®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 and Physics of Solids, 38(2), 215–253. doi: 10.1016/0022-5096(90)90035-3
   Web of Science ®Google Scholar
• Underwood, B. S., Baek, C., & Kim, Y. R. (2012). Simplified viscoelastic continuum damage model as platform for asphalt concrete fatigue analysis. Transportation Research Record: Journal of the Transportation Research Board, 2296, 36–45. doi: 10.3141/2296-04
   Web of Science ®Google Scholar
• Underwood, B. S., Kim, Y. R., & Guddati, M. N. (2010). Improved calculation method of damage parameter in viscoelastic continuum damage model. International Journal of Pavement Engineering, 11(6), 459–476. doi: 10.1080/10298430903398088
   Web of Science ®Google Scholar
• Zhao, S., Huang, B., Shu, X., Jia, X., & Woods, M. (2012). Laboratory performance evaluation of warm-mix asphalt containing high percentages of reclaimed asphalt pavement. Transportation Research Record: Journal of the Transportation Research Board, 2294, 98–105. doi: 10.3141/2294-11
   Web of Science ®Google Scholar
• Zhou, F., Li, H., Hu, S., Lee, R., Scullion, T., Claros, G., … Button, J. (2013). Evaluation of use of recycled asphalt shingles in HMA. Journal of the Association of Asphalt Paving Technologists, 82, 367–402.
   Google Scholar