References
- Aragão, F. T. S., Kim, Y.-R., Lee, J., & Allen, D. H. (2010). Micromechanical model for heterogeneous asphalt concrete mixtures subjected to fracture failure. Journal of Materials in Civil Engineering, 23(1), 30–38. https://doi.org/https://doi.org/10.1061/(ASCE)MT.1943-5533.0000004
- Bahia, H. U., Hanson, D. I., Zhang, M., Zhai, H., Khatri, M. A., & Anderson, R. M. (2001). Characterization of modified asphalt binders in Superpave mix design (NCHRP Project 9-10). National Cooperative Highway Research Program.
- Benedetto, H. D., Roche, C. L., Baaj, H., Pronk, A., & Lundstrom, R. (2004). Fatigue of bituminous mixtures. Materials and Structures, 37(3), 202–216. https://doi.org/https://doi.org/10.1007/BF02481620
- Branco, V. T. F. C., Masad, E., Bhasin, A., & Little, D. N. (2008). Fatigue analysis of asphalt mixtures independent of mode of loading. Transportation Research Record: Journal of the Transportation Research, 2057(1), 149–156. https://doi.org/https://doi.org/10.3141/2057-18
- Brown, E. R. (1984). Evaluation of properties of recycled asphalt concrete hot mix (No. WES/TR/GL-84-2). U.S. Army Engineer Waterways Experiment Station.
- Carpenter, S. H., & Wolosick, J. R. (1980). Modifier influence in the characterization of hot-mix recycled material. Transportation Research Record: Journal of the Transportation Research Board, 777, 15–22.
- Chen, M., Xiao, F., Putman, B., Leng, B., & Wu, S. (2014). High temperature properties of rejuvenating recovered binder with rejuvenator, waste cooking and cotton seed oils. Construction and Building Materials, 59, 10–16. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2014.02.032
- Copeland, A. (2011). Reclaimed asphalt pavement in asphalt mixtures: State of the practice (Publication FHWA-HRT-11-021). FHWA, U.S. Department of Transportation.
- Elkashef, M., Podolsky, J., Williams, R. C., & Cochran, E. (2017). Preliminary examination of soybean oil derived material as a potential rejuvenator through Superpave criteria and asphalt bitumen rheology. Construction and Building Materials, 149, 826–836. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2017.05.195
- Elkashef, M., & Williams, R. C. (2017). Improving fatigue and low temperature performance of 100% RAP mixtures using a soybean-derived rejuvenator. Construction and Building Materials, 151, 345–352. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2017.06.099
- Elseifi, M. A., Mohammad, L. N., & Cooper, S. B. (2011). Laboratory evaluation of asphalt mixtures containing sustainable technologies. Journal of the Association of Asphalt Paving Technologists, 80, 227–254.
- Epps, J. A., Terrel, R. L., Little, D. N., & Holmgreen, R. J. (1980). Guidelines for recycling asphalt pavements. Journal of the Association of Asphalt Paving Technologists, 49, 144–176.
- Gudipudi, P., & Underwood, B. S. (2015). Testing and modeling of fine aggregate matrix and its relationship to asphalt concrete mix. Transportation Research Record: Journal of the Transportation Research, 2507(1), 120–127. https://doi.org/https://doi.org/10.3141/2507-13
- Hajj, E., Souliman, M., Alavi, M., & Loría Salazar, L. (2013). Influence of hydrogreen bioasphalt on viscoelastic properties of reclaimed asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2371(1), 13–22. https://doi.org/https://doi.org/10.3141/2371-02
- Hashin, Z. (1983). Analysis of composite materials – a survey. Journal of Applied Mechanics, 50(3), 481–505. https://doi.org/https://doi.org/10.1115/1.3167081
- He, Y., Alavi, M. Z., Jones, D., & Harvey, J. (2016). Proposing a solvent-free approach to evaluate the properties of blended binders in asphalt mixes containing high quantities of reclaimed asphalt pavement and recycled asphalt shingles. Construction and Building Materials, 114, 172–180. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2016.03.074.
- Hintz, C., Velasquez, R., Johnson, C., & Bahia, H. (2011). Modification and validation of linear amplitude sweep test for binder fatigue Specification. Transportation Research Record: Journal of the Transportation Research, 2207, 99–106. https://doi.org/https://doi.org/10.3141/2207-13.
- Im, S., You, T., Ban, H., & Kim, Y.-R. (2017). Multiscale testing-analysis of asphaltic materials considering viscoelastic and viscoplastic deformation. International Journal of Pavement Engineering, 18(9), 783–797. https://doi.org/https://doi.org/10.1080/10298436.2015.1066002
- Karki, P., Kim, Y.-R., & Little, D. N. (2015). Dynamic modulus prediction of asphalt concrete mixtures through computational micromechanics. Transportation Research Record: Journal of the Transportation Research, 2507(1), 1–9. https://doi.org/https://doi.org/10.3141/2507-01
- Kim, Y., Lee, H. J., Little, D. N., & Kim, Y. R. (2006). A simple testing method to evaluate fatigue fracture and damage performance of asphalt mixtures (with discussion). Journal of the Association of Asphalt Paving Technologists, 75, 755–788.
- Masad, E. A., Zollinger, C., Bulut, R., Little, D. N., & Lytton, R. L. (2006). Characterization of HMA moisture damage using surface energy and fracture properties (with discussion). Journal of the Association of Asphalt Paving Technologists, 75, 713–756.
- Mogawer, W., Bennert, T., Daniel, J. S., Bonaquist, R., Austerman, A., & Booshehrian, A. (2012). Performance characteristics of plant produced high RAP mixtures. Road Materials and Pavement Design, 13, 183–208. https://doi.org/https://doi.org/10.1080/14680629.2012.657070
- Pell, P. S. (1962). Fatigue characteristics of bitumen and bituminous mixes. Proceedings of International Conference on the Structural Design of Asphalt Pavements (Vol. 203, pp. 43–58). TRB.
- Reese, R. (1997). Properties of aged asphalt binder related to asphalt Concrete fatigue life. Journal of the Association of Asphalt Paving Technologists, 66, 604–632.
- Rowe, G. M., & Bouldin, M. G. (2000). Improved techniques to evaluate the fatigue resistance of asphaltic mixtures. Proceedings of 2nd Eurasphalt & Eurobitume Congress 2000 (pp. 1–8).
- Sánchez, D. B., Grenfell, J., Airey, G., & Caro, S. (2017). Evaluation of the degradation of fine asphalt-aggregate mixtures containing high reclaimed asphalt pavement contents. Road Materials and Pavement Design, 18, 91–107. https://doi.org/https://doi.org/10.1080/14680629.2017.1304250
- 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, 195–223. doi: https://doi.org/10.1007/BF01140837
- Shen, J., Amirkhanian, S., & Tang, B. (2007). Effects of rejuvenator on performance-based properties of rejuvenated asphalt binder and mixtures. Construction and Building Materials, 21(5), 958–964. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2006.03.006
- Weissman, S. L., Harvey, J., Sackman, J. L., & Long, F. (1999). Selection of laboratory test specimen dimension for permanent deformation of asphalt concrete pavements. Transportation Research Record: Journal of the Transportation Research Board, 1681(1), 113–120. https://doi.org/https://doi.org/10.3141/1681-14
- Zaumanis, M., Mallick, R. B., & Frank, R. (2015). Evaluation of different recycling agents for restoring aged asphalt binder and performance of 100% recycled asphalt. Materials and Structures, 48(8), 2475–2488. https://doi.org/https://doi.org/10.1617/s11527-014-0332-5
- Zaumanis, M., Mallick, R. B., Poulikakos, L., & Frank, R. (2014). Influence of six rejuvenators on the performance properties of reclaimed asphalt pavement (RAP) binder and 100% recycled asphalt mixtures. Construction and Building Materials, 71, 538–550. https://doi.org/https://doi.org/10.1016/j.conbuildmat.2014.08.073.