•  
  •  
 

Corresponding Author

唐新德,男,博士,教授.E-mail:xdtang8033@163.com

Abstract

Rutting is a typical distress of asphalt pavement in high-temperature and heavy-load conditions. The addition of anti-rutting agents is key to improving the high-temperature stability of asphalt mixtures. The effectiveness and modification mechanisms of various anti-rutting agents, including rock asphalt, styrene-butadiene-styrene (SBS ), crumb rubber (CR), plastic modifiers (PET, PE, etc.), and thermoplastic elastomer (TPE ), were systematically reviewed. The pavement performance, modification mechanism, construction technology, and performance evaluation methods of various anti-rutting agents were compared, and their modification effectiveness and limitations were analyzed to address critical technical challenges and promote the upgrading of anti-rutting modification technologies. The research indicates that all kinds of anti-rutting agents improve the high-temperature performance of asphalt mainly through physical effects such as surface adsorption, swelling and absorption of light components, and formation of polymer network structures. However, single modifiers have certain limitations:rock asphalt tends to increase the low-temperature brittleness of mixtures, SBS and plastics show poor compatibility with asphalt, CR modified systems suffer insufficient long-term service stability, and TPE materials have high cost and unsatisfactory storage stability. Composite modification can synergistically optimize the high-temperature and low-temperature performance of asphalt, and effectively improve compatibility and storage stability. At the construction process level, the dry or wet processes should be reasonably selected based on the modifier characteristics. Future research should focus on multi-component synergistic composite modification, develop green low-carbon modification technologies such as high-value utilization of solid waste and microwave pretreatment, and establish a unified and standardized evaluation system for anti-rutting performance to continuously innovate asphalt pavement anti-rutting technology toward high efficiency, durability and environmental friendliness.

Publication Date

8-16-2026

DOI

10.14048/j.issn.1671-2579.2026.04.005

First Page

42

Last Page

50

Submission Date

August 2026

Reference

[1]王大为,刘峻甫,樊泽鹏,等.基于物化空间交联结构的SBS-PRM 复合改性 沥青 [J].同济大学学报 (自然科学版),2024,52(9):1353 -1363.Wang Dawei,Liu Junfu,Fan Zepeng,et al.SBS-PRM composite modified asphalt based on physicochemical spatial crosslinking structure [J].Journal of Tongji University (Natural Science ),2024,52(9):1353 -1363.
[2]Wang H Z,Li C X,Xu G,et al.Study of high-temperature rheological properties of emulsified asphalt residues [J].Coatings,2024,14(5):522.
[3]王知乐.伊朗岩沥青改性高模量沥青微观机理与性能分析[J].新型建筑材料,2019,46(2):80-84.Wang Zhile.Micro mechanism and performance analysis of high modulus asphalt modified by Iranian rock asphalt[J].New Building Materials,2019,46(2):80-84.
[4]韩彪,闫景晨.蒙古高原岩沥青改性沥青混合料的路用性能 [J].材料科学与工程学报,2020,38(5):796-800.Han Biao,Yan Jingchen.Influence of Mongolia Plateau rock asphalt on performance of asphalt mixture [J].Journal of Materials Science and Engineering,2020,38(5):796-800.
[5]曾梦澜,朱艳贵,田伟,等.欧洲岩沥青改性沥青混合料使用性能试验研究 [J].湖南大学学报 (自然科学版 ),2017,44(7):156-161.Zeng Menglan,Zhu Yangui,Tian Wei,et al.Experimental study on performance of European rock asphalt modified asphalt mixture [J].Journal of Hunan University (Natural Sciences ),2017,44(7):156-161.
[6]李侠,张爱勤,周晓静,等.高温型复合改性沥青灌缝胶正交试验研究 [J].中外公路,2019,39(3):234-240.Li Xia,Zhang Aiqin,Zhou Xiaojing,et al.Orthogonal experimental study on high temperature modified asphalt joint sealant [J].Journal of China & Foreign Highway,2019,39(3):234-240.
[7]岳建洪,杨海波,徐强,等.岩沥青在路面工程中的应用及性能研究综述 [J].公路交通科技,2024,41(9):44-59.Yue Jianhong,Yang Haibo,Xu Qiang,et al.Review on application and performance of rock asphalt in pavement engineering [J].Journal of Highway and Transportation Research and Development,2024,41(9):44-59.
[8]毛涛.SBS改性沥青混合料施工技术方案及路用性能分析[J].工程技术研究,2025,10(8):60-62.Mao Tao.Construction technology scheme and road performance analysis of SBS modified asphalt mixture [J].Engineering and Technological Research,2025,10(8):60-62.
[9]任瑞波,尹利洋,徐强,等.RAP掺量对温再生沥青混合料力学性能和路用性能的影响规律研究 [J].中外公路,2024,44(1):66-75.Ren Ruibo,Yin Liyang,Xu Qiang,et al.Influence of RAP content on mechanical properties and pavement performance of warm recycled asphalt mixture [J].Journal of China & Foreign Highway,2024,44(1):66-75.
[10]王瑞林,袁光权.高模量沥青的研发及其性能提升 [J].材料科学与工程学报,2022,40(2):255-260,299.Wang Ruilin,Yuan Guangquan.Development and performance improvement of high modulus asphalt [J].Journal of Materials Science and Engineering,2022,40(2):255-260,299.
[11]郭永佳,金永,罗楚凡,等.温拌高掺量 SBS沥青混合料和易性研究及提升效果评价 [J].中外公路,2025,45(5):194-202.Guo Yongjia,Jin Yong,Luo Chufan,et al.Workability and improvement evaluation of warm-mixed high-content SBS asphalt mixtures [J].Journal of China & Foreign Highway,2025,45(5):194-202.
[12]秦忞.胶粉 /RET高黏改性沥青及其混合料路用性能研究[J].公路与汽运,2024,40(5):54-59.Qin Min.Research on pavement performance of rubber powder/RET high viscosity modified asphalt and mixture[J].Highways & Automotive Applications,2024,40(5):54-59.
[13]Pouranian M R,Ali Notani M,Tabesh M T,et al.Rheological and environmental characteristics of crumb rubber asphalt binders containing non-foaming warm mix asphalt additives [J].Construction and Building Materials,2020,238:117707.
[14]Akisetty C K,Gandhi T,Lee S J,et al.Analysis of rheological properties of rubberized binders containing warm asphalt additives [J].Canadian Journal of Civil Engineering,2010,37(5):763-771.
[15]Gui W M,Liang L,Wang L,et al.Performance evaluation of warm-mixed crumb rubber modified asphalt based on rheological characteristics [J].Construction and Building Materials,2021,285:122881.
[16]Mashaan N,Chegenizadeh A,Nikraz H.Laboratory properties of waste PET plastic-modified asphalt mixes [J].Recycling,2021,6(3):49.
[17]Ziari H,Kaliji A G,Babagoli R.Laboratory evaluation of the effect of waste plastic bottle (PET ) on rutting performance of hot mix asphalt mixtures [J].Petroleum Science and Technology,2016,34(9):819-823.
[18]李琳,潘攀,胡小弟,等.生活废塑料改性沥青制备参数及性能研究 [J].广西大学学报 (自然科学版 ),2023,48(4):811-820.Li Lin,Pan Pan,Hu Xiaodi,et al.Preparation parameters and properties of domestic waste plastics modified asphalt[J].Journal of Guangxi University (Natural Science Edition ),2023,48(4):811-820.
[19]Lastra-González P,Calzada-Pérez M A,Castro-Fresno D,et al.Comparative analysis of the performance of asphalt concretes modified by dry way with polymeric waste [J].Construction and Building Materials,2016,112:1133 -1140.
[20]Al-Mistarehi B W,Obaidat Y T,Khedaywi T S,et al.Behavior of modified asphalt using polystyrene concrete in static creep:Experimental and numerical study [J].Iranian Journal of Science and Technology,Transactions of Civil Engineering,2022,46(3):2359 -2367.
[21]李媛媛.高黏韧开级配超薄罩面的研发及路用性能研究[D].重庆:重庆交通大学,2024.Li Yuanyuan.Study on the development and road performance of high-viscosity,high-toughness graded ultra-thin overlay [D].Chongqing:Chongqing Jiaotong University,2024.
[22]李宁利,王猛,赵新坡.橡塑合金改性沥青混合料路用性能研究 [J].重庆大学学报,2022,45(11):46-58.Li Ningli,Wang Meng,Zhao Xinpo.Study on road performance of rubber-and-plastic-alloy-modified asphalt mixture [J].Journal of Chongqing University,2022,45(11):46-58.
[23]Zhang S B,Yan Y,Yang Y,et al.Study on the physical and rheological characterisation of low-density polyethylene (LDPE )/recycled crumb rubber (RCR ) on asphalt binders[J].Molecules,2024,29(3):716.
[24]Zhang J W,Huang W D,Zhang Y,et al.Evaluation of the terminal blend crumb rubber/SBS composite modified asphalt [J].Construction and Building Materials,2021,278:122377.
[25]李骏,黄小龙,李茂荣,等.新型橡塑合金改性沥青相容性及改性机理分析 [J].交通世界,2025 (增刊 1):33-35.Li Jun,Huang Xiaolong,Li Maorong,et al.Compatibility and modification mechanism analysis of new rubber-plastic alloy modified asphalt [J].TranspoWorld,2025(S1):33-35.
[26]Kumar A,Choudhary R.Multiscale evaluation of aging susceptibility of asphalt binders modified with recycled rubber and plastic pyrolytic oil composites [J].Construction and Building Materials,2024,440:137473.
[27]Singh A,Gupta A.Upcycling of plastic waste in bituminous mixes using dry process:Review of laboratory to field performance [J].Construction and Building Materials,2024,425:136005.
[28]朱沈宇哲,董夫强,朱寻,等.BRA改性沥青矿物粒径分布对其流变性能影响规律研究 [J].中外公路,2025,45(5):215-222.Zhu-Shen yuzhe,Dong Fuqiang,Zhu Xun,et al.Effect of mineral particle size distribution of BRA-modified asphalt on its rheological performance [J].Journal of China & Foreign Highway,2025,45(5):215-222.
[29]Shi X G,Cai L C,Xu W,et al.Effects of nano-silica and rock asphalt on rheological properties of modified bitumen[J].Construction and Building Materials,2018,161:705-714.
[30]李许峰,李晓娟,成高立,等.液态橡胶改性剂 /SBS复合改性沥青的性能与微观机理 [J].公路交通科技,2024,41(11):24-32.Li Xufeng,Li Xiaojuan,Cheng Gaoli,et al.Performance and microscopic mechanism of liquid rubber modifier/SBS modified asphalt [J].Journal of Highway and Transportation Research and Development,2024,41(11):24-32.
[31]Islam S S,Singh S K,Ransinchung R N G D,et al.Effect of property deterioration in SBS modified binders during storage on the performance of asphalt mix [J].Construction and Building Materials,2021,272:121644.
[32]程丹江,华俊锋,胡照广.活化胶粉对改性沥青性能的影响及作用机理 [J].弹性体,2023,33(2):83-90.Cheng Danjiang,Hua Junfeng,Hu Zhaoguang.Effect of activated rubber powder on properties of crumb rubber asphalt and activation mechanism [J].China Elastomerics,2023,33(2):83-90.
[33]陈黎,李竹端,张文才,等.废旧聚丙烯改性剂改性沥青性 能 及 机 理 研 究 进 展 [J].塑 料 科 技,2025,53(4):189-194.Chen Li,Li Zhuduan,Zhang Wencai,et al.Research progress on properties and mechanism of asphalt modified by waste polypropylene modifier [J].Plastics Science and Technology,2025,53(4):189-194.
[34]Peng W J,Li P,Gong W J,et al.Preparation and mechanism of rubber-plastic alloy crumb rubber modified asphalt with low viscosity and stabilized performance [J].Construction and Building Materials,2023,388:131687.
[35]Hong W,Li Q S,Guan G Q,et al.Research on the microstructure and property of an anion rubber modified asphalt [J].Journal of Nanomaterials,2013,2013:316401.
[36]马岢言,王斌,韦正鹏,等.橡胶粉 ‒废塑料复合改性沥青高低温性能研究 [J].中国科技论文,2023,18(12):1334 -1339.Ma Keyan,Wang Bin,Wei Zhengpeng,et al.Investigation on high and low temperature performance of rubber powder and waste plastics jointly modified asphalt [J].China Sciencepaper,2023,18(12):1334 -1339.
[37]Pandey A,Islam S S,Ransingchung R N G D,et al.Comparing the performance of SBS and thermoplastics modified asphalt binders and asphalt mixes [J].Road Materials and Pavement Design,2023,24(S1):369-388.
[38]岳宏智,陈应鲛,赵林,等.化学法 TB胶粉改性沥青混合料的路用性能研究 [J].重庆交通大学学报 (自然科学版 ),2025,44(7):59-66.Yue Hongzhi,Chen Yingjiao,Zhao Lin,et al.Pavement performance of chemically activated terminal blend rubberized asphalt mixtures [J].Journal of Chongqing Jiaotong University (Natural Science Edition ),2025,44(7):59-66.
[39]何伟,李鑫.橡塑改性沥青路面 top-down 开裂性能分析[J].合成橡胶工业,2023,46(3):183-186.He Wei,Li Xin.Analysis on top-down cracking resistance of rubber-plastic modified asphalt pavement [J].China Synthetic Rubber Industry,2023,46(3):183-186.
[40]黄卫东,吕泉,柴冲冲.Terminal Blend 胶粉改性沥青的复合改性研究 [J].建筑材料学报,2016 (1):111-118.Huang Weidong,Lyu Quan,Chai Chongchong.Research on composite modification by terminal blend asphalt [J].Journal of Building Materials,2016 (1):111-118.
[41]奚星昊,任磊,刘晨,等.岩沥青 /橡胶粉复合改性沥青性能及微观机理研究 [J].材料导报,2025,39(增刊 2):119-125.Xi Xinghao,Ren Lei,Liu Chen,et al.Research on the performance and micro-mechanism of rock asphalt/crumb rubber composite modified asphalt [J].Materials Review,2025,39(S2):119-125.

Share

COinS