An Accelerated Thermal Oxidative Aging Method for Asphalt Binder under Atmospheric Oxygen-Rich Conditions

Authors

  • Xiaofeng Guo Inner Mongolia Jiaogong Maintenance Engineering Technology Co., Ltd., Hohhot 014016, China
  • Zhiqiang Zhang Inner Mongolia Jiaogong Maintenance Engineering Technology Co., Ltd., Hohhot 014016, China
  • Shuai Wang Inner Mongolia Jiaogong Maintenance Engineering Technology Co., Ltd., Hohhot 014016, China
  • Pengfei Zhao Inner Mongolia Jiaogong Maintenance Engineering Technology Co., Ltd., Hohhot 014016, China
  • Meichen Liang School of Mechanics and Aeronautics, Inner Mongolia University of Technology, Hohhot 010051, China

DOI:

https://doi.org/10.6919/ICJE.202609_12(9).0007

Keywords:

Asphalt Binder; Thermal-Oxidative Aging; Oxygen-Rich Atmosphere; Rheological Properties; Chemical Properties.

Abstract

An exploratory method based on gaseous oxidation was developed for asphalt binder to accelerate thermo-oxidative aging under conditions representative of the field environment. An oxygen-rich atmosphere containing OX and NOX (X=1–3) was generated using a self-developed gas aging vessel (GAV), while atmospheric pressure and realistic summer pavement temperatures were maintained. Rheological and chemical changes were characterized using dynamic shear rheometry and Fourier transform infrared spectroscopy, respectively. The rheological assessment included the G-R parameter, complex modulus, creep rate, and stiffness modulus. Additionally, and aging-related functional group indices were determined for asphalt binder. After GAV aging, an increase in complex modulus was accompanied by improved resistance to permanent deformation. In contrast, fatigue resistance decreased at intermediate-temperatures, while susceptibility to cracking increased at low-temperatures. Compared with standard laboratory short-term aging, GAV aging produced substantially greater changes in both chemical and rheological properties. After 72 h of GAV aging, the sulfoxide index, aging index, stiffness modulus at -18 °C, and G-R parameter increased by 70%, 49%, 36%, and 24%, respectively. The proposed GAV method can accelerate the thermo-oxidative aging of asphalt binder while maintaining temperature and pressure conditions close to those encountered in the field.

Downloads

Download data is not yet available.

References

[1] Zhou, Z., Wang, J., & Cong, P. (2020). Investigation of thermal degradation of asphalt binders during storage and transportation. Construction and Building Materials, 231, 117196.

[2] Guo, M., Liu, H., Jiao, Y., & et al. (2020). Effect of WMA-RAP technology on pavement performance of asphalt mixture: A state-of-the-art review. Journal of Cleaner Production, 266.

[3] Zhao, X., Wang, S., Wang, Q., & et al. (2016). Rheological and structural evolution of SBS modified asphalts under natural weathering. Fuel, 184, 242–247.

[4] Xu, O., Cong, L., Xiao, F., & et al. (2015). Rheology investigation of combined binders from various polymers with GTR under a short term aging process. Construction and Building Materials, 93, 1012–1021.

[5] Rebelo, L., De S., Abreu, A., & et al. (2014). Aging of asphaltic binders investigated with atomic force microscopy. Fuel, 117, 15–25.

[6] Guo, M., Liang, M., Fu, Y., & et al. (2021). Average molecular structure models of unaged asphalt binder fractions. Materials and Structures, 54(4), 1–18.

[7] Li, H., Tong, P., Zhang, X., & et al. (2020). Influence of ultraviolet and oxygen coupling aging on rheological properties and functional group index of warm mix asphalt binder. Materials, 13(19).

[8] CEN. (2007). EN 12607-1: Bitumen and bituminous binders - Determination of the resistance to hardening under the influence of heat and air - Part 1: RTFOT method. Brussels.

[9] CEN. (2012). EN 14769: Bitumen and bituminous binders - Accelerated long-term ageing conditioning by a Pressure Ageing Vessel (PAV). Brussels.

[10] Glover, C., Davison, R., Domke, C., & et al. (2005). Development of a new method for assessing asphalt binder durability with field validation. Bituminous Binders.

[11] Zelalem, A., Amit, B., Tom, D., & et al. (2013). Influence of extended aging on the properties of asphalt composites produced using hot and warm mix methods. Construction and Building Materials, 44, 168–174.

[12] Steiner, D., Hofko, B., Hospodka, M., & et al. (2016). Using highly oxidant gas for simulating long-term ageing of asphalt mix specimens in the lab. Springer Netherlands.

[13] Petersen, J. (2009). A review of the fundamentals of asphalt oxidation: Chemical, physicochemical, physical property, and durability relationships. TRB Transportation Research Circular E-C140. Transportation Research Board of the National Academies.

[14] Anderson, D., Christensen, D., Bahia, H., & et al. (1994). Binder characterization and evaluation. Volume 3: Physical characterization. Asphalt Cement, 3.

[15] Morian, N., Hajj, E., Glover, C., & et al. (2011). Oxidative aging of asphalt binders in hot-mix asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2207, 107–116.

[16] Hofko, B., Maschauer, D., Steiner, D., & et al. (2020). Bitumen ageing - Impact of reactive oxygen species. Case Studies in Construction Materials, e00390.

[17] Mirwald, J., Maschauer, D., Hofko, B., & et al. (2020). Impact of reactive oxygen species on bitumen aging - The Viennese binder aging method. Construction and Building Materials, 257.

[18] Steiner, D., Hofko, B., Hospodka, M., & et al. (2016). Towards an optimised lab procedure for long-term oxidative ageing of asphalt mix specimen. International Journal of Pavement Engineering, 17(5–6), 471–477.

[19] Frigio, F., Raschia, S., Steiner, D., & et al. (2016). Aging effects on recycled WMA porous asphalt mixtures. Construction and Building Materials, 123, 712–718.

[20] Williams, D., Landel, R., & Ferry, J. (1955). The temperature dependence of relaxation mechanisms in amorphous polymers and other glass form liquids. Journal of the American Chemical Society, 77(14), 3701–3707.

[21] Rowe, G., & Sharrock, M. (2011). Alternate shift factor relationship for describing temperature dependency of viscoelastic behavior of asphalt materials. Transportation Research Record: Journal of the Transportation Research Board, 2207, 125–135.

[22] Sui, C., Farrar, M., Harnsberger, W., & et al. (2011). New low-temperature performance-grading method. Transportation Research Record, 2207, 43–48.

[23] Mirwald, J., Nura, D., & Hofko, B. (2022). Recommendations for handling bitumen prior to FTIR spectroscopy. Materials and Structures, 55(2).

Downloads

Published

2026-09-20

Issue

Section

Articles

How to Cite

Guo, X., Zhang, Z., Wang, S., Zhao, P., & Liang, M. (2026). An Accelerated Thermal Oxidative Aging Method for Asphalt Binder under Atmospheric Oxygen-Rich Conditions. International Core Journal of Engineering, 12(9), 56-65. https://doi.org/10.6919/ICJE.202609_12(9).0007