Relationship between crossover modulus and asphalt chemistry to oxidation process based on the RHEO⁺ method

References

• Ahmad, M., Mannan, U. A., Islam, M. R., & Tarefder, R. A. (2018). Chemical and mechanical changes in asphalt binder due to moisture conditioning. Road Materials and Pavement Design, 19(5), 1216–1229. https://doi.org/10.1080/14680629.2017.1299631
   Web of Science ®Google Scholar
• Angell, C. A. (1985). Spectroscopy simulation and scattering, and the medium range order problem in glass. Journal of Non-Crystalline Solids, 73(1-3), 1–17. https://doi.org/10.1016/0022-3093(85)90334-5
   Web of Science ®Google Scholar
• Azimi Alamdary, Y., Singh, S., & Baaj, H. (2021). Toward a realistic asphalt mix ageing protocol. Road Materials and Pavement Design, 23(10), 1–17. https://doi.org/10.1080/14680629.2021.1987303
   Web of Science ®Google Scholar
• Bowden, H., Almond, M. J., Hayes, W., Browne, C., & McRobbie, S. (2021). The use of diffuse reflectance infrared spectroscopy to monitor the oxidation of UV irradiated and naturally aged bitumen and asphalt. Road Materials and Pavement Design, 22(6), 1254–1267. https://doi.org/10.1080/14680629.2019.1684982
   Web of Science ®Google Scholar
• Branthaver, J. F., Petersen, J. C., Robertson, R. E., Duvall, J. J., Kim, S. S., Harnsberger, P. M., Mill, T., Ensley, E. K., Barbour, F. A., & Schabron, J. F. (1993). Binder characterization and evaluation,: SHRP-A-368: Chemistry. Transportation Research Board, National Research Council, Washington DC.
   Google Scholar
• Brinson, H. F. (2015). Polymer engineering and viscoelasticity. An introduction (Vol. 2). Springer.
   Google Scholar
• Cholewinska, M., Iwański, M., & Mazurek, G. (2018). The impact of ageing on the bitumen stiffness modulus using the CAM model. Baltic Journal of Road and Bridge Engineering, 13(1), 34–39. Daniel, J. S.,: Kim, Y. R., and Lee, H. J., 1998. https://doi.org/10.3846/bjrbe.2018.386
   Web of Science ®Google Scholar
• Daly, W. H., Qiu, Z., & Negulescu, I. (1996). Differential scanning calorimetry study of asphalt crystallinity. Transportation Research Record, 1535(1), 54–60. https://doi.org/10.1177/0361198196153500108
   Google Scholar
• Das, P. K., Baaj, H., Kringos, N., & Tighe, S. (2015). Coupling of oxidative ageing and moisture damage in asphalt mixtures. Road Materials and Pavement Design, 16(suppl 1), 265–279. https://doi.org/10.1080/14680629.2015.1030835
   Google Scholar
• Garcia Cucalon, L., Kaseer, F., Arámbula-Mercado, E., Epps Martin, A., Morian, N., Pournoman, S., & Hajj, E. (2019). The crossover temperature: Significance and application towards engineering balanced recycled binder blends. Road Materials and Pavement Design, 20(6), 1391–1412. https://doi.org/10.1080/14680629.2018.1447504
   Web of Science ®Google Scholar
• Ginzburg, V. V. (2021). Modeling the glass transition and glassy dynamics of random copolymers using the TS2 mean-field approach. Macromolecules, 54(6), 2774–2782. https://doi.org/10.1021/acs.macromol.1c00024
   Web of Science ®Google Scholar
• Hrma, P. (2008). Glass viscosity as a function of temperature and composition: A model based on Adam–Gibbs equation. Journal of Non-Crystalline Solids, 354(29), 3389–3399. https://doi.org/10.1016/j.jnoncrysol.2008.02.019
   Web of Science ®Google Scholar
• Huang, S., & Grimes, W. (2010). Influence of aging temperature on rheological and chemical properties of asphalt binders. Transportation Research Record: Journal of the Transportation Research Board, 2179(1), 39–48. https://doi.org/10.3141/2179-05
   Web of Science ®Google Scholar
• Jing, R., Varveri, A., Liu, X., Scarpas, A., & Erkens, S. (2020). Rheological: Fatigue and relaxation properties of aged bitumen. International Journal of Pavement Engineering, 21(8), 1024–1033. https://doi.org/10.1080/10298436.2019.1654609
   Web of Science ®Google Scholar
• Koyun, A., Büchner, J., Wistuba, M. P., & Grothe, H. (2022). Rheological: Spectroscopic and microscopic assessment of asphalt binder ageing. Road Materials and Pavement Design, 23(1), 80–97. https://doi.org/10.1080/14680629.2020.1820891
   Web of Science ®Google Scholar
• Leiva-Villacorta, F., & Vargas-Nordcbeck, A. (2019). Optimum content of nano-silica to ensure proper performance of an asphalt binder. Road Materials and Pavement Design, 20(2), 414–425. https://doi.org/10.1080/14680629.2017.1385510
   Web of Science ®Google Scholar
• Liu, F., Zhou, Z., & Zhang, X. (2021). Linking chemical to rheological properties of asphalt binder with oxidative aging effect. Road Materials and Pavement Design, 22(9), 2014–2028. https://doi.org/10.1080/14680629.2020.1740770
   Web of Science ®Google Scholar
• Marasteanu, M. (2007). Emerging methods in asphalt binder rheological characterization. Road Materials and Pavement Design, 8(2), 257–284. https://doi.org/10.1080/14680629.2007.9690075
   Web of Science ®Google Scholar
• Marasteanu, M. O., & Basu, A. (2004). Stiffness m-value and the low temperature relaxation properties of asphalt binders. Road Materials and Pavement Design, 5(1), 121–131. https://doi.org/10.1080/14680629.2004.9689966
   Google Scholar
• Masson, J. F., Polomark, G. M., & Collins, P. (2002). Time-dependent microstructure of bitumen and its fractions by modulated differential scanning calorimetry. Energy & Fuels, 16(2), 470–476. https://doi.org/10.1021/ef010233r
   Web of Science ®Google Scholar
• Mensching, D. J., Rowe, G. M., Daniel, J. S., & Bennert, T. (2015). Exploring low-temperature performance in black space. Road Materials and Pavement Design, 16(suppl 2), 230–253. https://doi.org/10.1080/14680629.2015.1077015
   Google Scholar
• Miranda, F. (2014). Análisis micromecánico de matrices asfálticas finas para la obtención de módulos de cortante y flexión y generación de curvas maestras, University of Costa Rica.
   Google Scholar
• Padmarekha, A., & Murali, K. (2013). Viscoelastic transition of unaged and aged asphalt. Journal of Materials in Civil Engineering, 25(12), 1852–1863. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000734
   Web of Science ®Google Scholar
• Petersen, J. C. (2009). A review of the fundamentals of asphalt oxidation. Transportation Research Record, E-C140.
   Google Scholar
• Polacco, G., Stastna, J., Biondi, D., & Zanzotto, L. (2006). Relation between polymer architecture and nonlinear viscoelastic behavior of modified asphalts. Current Opinion in Colloid & Interface Science, 11(4), 230–245. https://doi.org/10.1016/j.cocis.2006.09.001
   Web of Science ®Google Scholar
• Porot, L., & Eduard, P. (2016). Addressing asphalt binder aging through the viscous to elastic transition. In ISAP symposium. Jackson Hole.
   Google Scholar
• Poulikakos, L. D., Hofko, B., Cannone Falchetto, A., Porot, L., Ferrotti, G., & Grenfell, J. (2019). Recommendations of RILEM TC 252-CMB: Relationship between laboratory short-term aging and performance of asphalt binder. Materials and Structures, 52(4), 1–6. https://doi.org/10.1617/s11527-019-1370-9
   Web of Science ®Google Scholar
• Prapaitrakul, N., Han, R., Jin, X., & Glover, C. J. (2009). A transport model of asphalt binder oxidation in pavements. Road Materials and Pavement Design, 10(suppl 1), 95–113. https://doi.org/10.1080/14680629.2009.9690238
   Web of Science ®Google Scholar
• Rahbar-Rastegar, R., Sias Daniel, J., & Reinke, G. (2017). Comparison of asphalt binder and mixture cracking parameters. Road Materials and Pavement Design, 18(suppl 4), 211–233. https://doi.org/10.1080/14680629.2017.1389071
   Google Scholar
• Rosen, S. (1993). Fundamental principles of polymeric materials (Vol. 2). John Wiley & Sons, Inc.
   Google Scholar
• Rycroft, C. H., & Bouchbinder, E. (2012). Fracture toughness of metallic glasses: Annealing-induced embrittlement. Physical Review Letters, 109(19), 194301. https://doi.org/10.1103/PhysRevLett.109.194301
   PubMed Web of Science ®Google Scholar
• Safaei, F., Lee, J. S., Nascimento, L. A. H. D., Hintz, C., & Kim, Y. R. (2014). Implications of warm-mix asphalt on long-term oxidative ageing and fatigue performance of asphalt binders and mixtures. Road Materials and Pavement Design, 15(suppl 1), 45–61. https://doi.org/10.1080/14680629.2014.927050
   Web of Science ®Google Scholar
• Villegas-Villegas, R. E., Baldi-Sevilla, A., Aguiar-Moya, J. P., & Loria-Salazar, L. (2018). Analysis of asphalt oxidation by means of accelerated testing and environmental conditions. Transportation Research Record, 2672(28), 244–255. https://doi.org/10.1177/0361198118777630
   Web of Science ®Google Scholar
• Villegas-Villegas, R. E., & Loría-Salazar, L. G.. (2012). Recycling of banana production waste bags in bitumens: A green alternative. Retrieved from: https://www.lanamme.ucr.ac.cr/repositorio/handle/50625112500/835
   Google Scholar
• Walas, S. M. (2013). Reaction kinetics for chemical engineers: Butterworths series in chemical engineering. Butterworth-Heinemann.
   Google Scholar
• Wang, D., Falchetto, A. C., Riccardi, C., Poulikakos, L., Hofko, B., Porot, L., Wistuba, M. P., Baaj, H., Mikhailenko, P., & Moon, K. H. (2019). Investigation on the combined effect of aging temperatures and cooling medium on rheological properties of asphalt binder based on DSR and BBR. Road Materials and Pavement Design, 20(suppl 1), S409–S433. https://doi.org/10.1080/14680629.2019.1589559
   Google Scholar
• Webb, S., & Knoche, R. (1996). The glass-transition: Structural relaxation and shear viscosity of silicate melts. Chemical Geology, 128(1–4), 165–183. https://doi.org/10.1016/0009-2541(95)00171-9
   Web of Science ®Google Scholar