Abstract
This paper investigates the damage-healing properties of unmodified and polymer modified asphalt binders under different aging levels using newly developed linear amplitude sweep based healing (LASH) test. One neat asphalt 70# and one Styrene-Butadiene-Styrene (SBS) modified asphalt are selected in this study. The original binders are subjected to the Rolling Thin Film Oven (RTFO) and Pressurized Aging Vessel (PAV) tests for stimulating the short- and long-term aging of asphalt binders during the pavement construction and service phases. Through the LASH tests under different aging levels of the two binders, it is found that the damage-healing performance of both neat and modified asphalt binders gradually decrease with the increasing aging levels. It is also observed that the healing performance of 70# neat asphalt is higher than that of SBS binder in pre-failure conditions, however, the healing behaviors of SBS binder is becoming obviously better than that of 70# binder after fatigue failure. Furthermore, a promising relationship is found between the macroscale healing properties of asphalt binders and their microscale chemical composition under various aging levels.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Al-Mansoori T, Norambuena-Contrer J, Micarlo R, Garcia A (2018) Self-healing of asphalt mastic by the action of polymeric capsules containing rejuvenators. Constr Build Mater 161:330–339
Anderson DA, Christensen DW, Bahia HU, Dongre R (1994) Binder characterization and evaluation. Physical Characterization SHRP-A-369, vol 3. National Research Council
ASTM (2009) Standard test method for separation of asphalt into four fractions. ASTM D4124
Bazin P, Saunier JB (1967) Deformability, fatigue and healing properties of asphalt mixes. In: Proceeding of 2nd international conference on the structural design of asphalt pavement, pp 553–569
Bhasin A, Motamed A (2011) Analytical models to characterise crack growth in asphaltic materials and healing in asphalt binders. Int J Pavement Eng 12(4):371–383
Chen YL, Gong MH, Yao ZH, Dong XX, Song KM (2015) Investigation on the self-healing abilities of base and ionomer-modified asphalt binder with a – peel test. In: New frontiers in road and airport engineering, pp 64–73
Jose NC, Irene GT (2017) Influence of the microwave heating time on the self-healing properties of asphalt mixtures. Appl Sci 7(10):1076
Kim Y, Kim YR (1997) In situ evaluation of fatigue damage growth and healing of asphalt concrete pavements using stress wave method. Transp Res Rec 1568:106–113
Kim YR, Whitmoyer SL, Little DN (1995) Healing in asphalt concrete pavements: is it real? In: Transportation research record TRB, National Research Council, Washington, D.C., no 1454, pp 89–96
Mannan UA, Tarefder RA (2018) Investigating different fatigue failure criteria of asphalt binder with the consideration of healing. Int J Fatigue 114:198–205
Pan CL, Tang P, Riara M, Mo LT, Li ML, Guo M (2018) Effect of healing agents on crack healing of asphalt and asphalt mortar. Materials 11(8):1373
Peterson JC (2009) A review of the fundamentals of asphalt oxidation: chemical, physicochemical, physical property, and durability relationships. Transportation Research Circular E-C140, Transportation Research Board of the National Academies, Washington, D.C
Peterson JC, Anderson DA (1994a) Binder characterization and evaluation. SHRP-A-367, vol 1. National Research Council
Peterson JC, Anderson DA (1994b) Binder characterization and evaluation. Test Methods SHRP-A-370, vol 4. National Research Council
Shi HQ, Tao T, Pei Z, Jiang RL (2017) Combustion properties of saturates, aromatics, resins and asphaltenes in asphalt binder. Constr Build Mater 136:515–523
Sun DQ, Lin TB, Zhu XY, Cao LH (2015) Calculation and evaluation of activation energy as a self-healing indication of asphalt mastic. Constr Build Mater 95:431–436
Sun DQ, Lin TB, Zhu XY, Tian Y, Lin FL (2016) Indices for self-healing performance assessments based on molecular dynamics simulation of asphalt binders. Comput Mater Sci 114:86–93
Sun DQ, Sun GQ, Zhu XY, Ye FY, Xu JY (2018) Intrinsic temperature sensitive self-healing character of asphalt binders based on molecular dynamics simulations. Fuel 211:609–620
Sun DQ, Yu F, Li LH, Lin TB, Zhu XY (2017) Effect of chemical composition and structure of asphalt binders on self-healing. Constr Build Mater 133:495–501
Wang C, Castorena C, Zhang JX, Kim YR (2015) Unified failure criterion for asphalt binder under cyclic fatigue loading. Road Mater Pavement Des 84:269–299
Xie W, Castorena C, Wang C, Kim YR (2017) A framework to characterize the healing potential of asphalt binder using the linear amplitude sweep test. Constr Build Mater 154:771–779
Acknowledgements
The authors would like to gratefully acknowledge the sponsorship from National Natural Science Foundation of China (51608018), Beijing Municipal Education Commission (KM201810005020) and Beijing Natural Science Foundation (8174059).
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Chen, Y., Wang, C. (2020). Oxidative Aging Effects on Damage-Healing Performance of Unmodified and Polymer Modified Asphalt Binders. In: Pasetto, M., Partl, M., Tebaldi, G. (eds) Proceedings of the 5th International Symposium on Asphalt Pavements & Environment (APE). ISAP APE 2019. Lecture Notes in Civil Engineering, vol 48. Springer, Cham. https://doi.org/10.1007/978-3-030-29779-4_39
Download citation
DOI: https://doi.org/10.1007/978-3-030-29779-4_39
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-29778-7
Online ISBN: 978-3-030-29779-4
eBook Packages: EngineeringEngineering (R0)