Review of ultraviolet ageing mechanisms and anti-ageing methods for asphalt binders  

作　　者：Yuanyuan Li Jianlin Feng Shaopeng Wu Anqi Chen Dongliang Kuang Tao Bai Yangming Gao Jizhe Zhang Linglin Li Liyao Wan Quantao Liu Zongwu Chen Dengjun Gu 

机构地区：[1]School of Civil Engineering and Architecture,Wuhan Institute of Technology,Wuhan 430074,China [2]State Key Laboratory of Silicate Materials for Architectures,Wuhan University of Technology,Wuhan 430070,China [3]Nottingham Transportation Engineering Centre,School of Civil Engineering,University of Nottingham,Nottingham NG72RD,UK [4]School of Materials Science and Engineering,Chang’an University,Xi’an 710064,China [5]Marie S.Curie Research Fellow Section of Pavement Engineering,Faculty of Civil Engineering and Geosciences,Delft University of Technology,Delft 2628 CN,the Netherlands [6]School of Qilu Transportation,Shandong University,Jinan 250002,China [7]School of Automotive and Transportation Engineering,Hefei University of Technology,Hefei 230000,China [8]Faculty of Engineering,China University of Geosciences,Wuhan 430074,China

出　　处：《Journal of Road Engineering》2022年第2期137-155,共19页道路工程学报（英文）

基　　金：The authors acknowledge the financial supported by National Natural Science Foundation of China(No.52108415 and No.51808517);the National Key R&D Program of China(No.2018YFB1600200);the Key Technical Innovation Projects of Hubei Province(No.2019AEE023);the Key R&D Program of Hubei Province(No.2020BCB064);the State Key Laboratory of Silicate Materials for Architectures(Wuhan University of Technology)(No.SYSJJ2022-21),the Transportation Technology Project of Department of Transport of Hubei Province(No.2022-11-1-10);the European Union's Horizon 2020 Research and Innovation Programme Under the Marie Skłodowska-Curie Grant Agreement(No.101030767);the Scientific Research Fund Project of Wuhan Institute of Technology(No.K2021032);the Open Fund of National&Local Joint Engineering Laboratory of Traffic Civil Engineering Materials,Chongqing Jiaotong University(No.LHSYS-2020-004).

摘　　要：Asphalt binder is inevitably aged by ultraviolet(UV)light during its service period.UV ageing can significantly decrease the technical properties of asphalt binder.The sensitivity of asphalt to UV ageing and thermal-oxidative ageing differs,such that the UV ageing performance cannot be determined based on the thermal-oxidative ageing performance.Previous researches mainly focused on the chemical composite and technical performance changes of asphalt binder during UV ageing,and the UV light parameters effect on the ageing rate of asphalt binder.However,the theory for characterizing and explaining the development of UV ageing depth does not get too much attentions,and the UV ageing mechanism of asphalt binder is not very clear.Therefore,it cannot guide to develop or select the good methods or anti-UV ageing additives for asphalt binders.This paper focuses on the latest researches of the mechanisms and anti-ageing methods of asphalt binders.With the increase of UV ageing time,the UV ageing of asphalt binder develops gradually from the surface to inner part.There are various methods,such as low-penetration grade asphalt,less air void ratio,UV stabilizers and UV light absorbers,that can improve the UV ageing resistance of asphalt binders.A new theory of sensitive wavelengths of asphalt UV ageing is proposed,which can enrich the basic theory of asphalt UV ageing.Depending on this theory,different wavelengths of UV light have different ageing effects on asphalt binder.The composite anti-UV ageing additives with barrier and specific absorption effects on UV light is proposed,and may have better improvement effect on the anti-UV ageing performance of asphalt binder.

关 键 词：Road engineering Asphalt pavement Asphalt binder UV ageing Anti-UV ageing method 

分 类 号：TG1[金属学及工艺—金属学]