Low temperature performance characteristics of polyethylene modified asphalts - A review

被引:113
作者
Du, Zhenyu [1 ,2 ]
Jiang, Changshan [3 ]
Yuan, Jie [1 ,2 ]
Xiao, Feipeng [1 ,2 ]
Wang, Jingang [1 ,2 ]
机构
[1] Key Lab Rd & Traff Engn Minist Educ, Shanghai 201804, Peoples R China
[2] Tongji Univ, Key Lab Infrastruct Durabil & Operat Safety Airfi, Shanghai 201804, Peoples R China
[3] China Airport Construct Corp CAAC, 111 Bei Si Huan Rd, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
Polyethylene modified asphalt binder; Low temperature performance; Anti-cracking mechanism; Asphalt mixture; Evaluation method; RUBBER-MODIFIED ASPHALT; LOW-DENSITY POLYETHYLENE; SELF-HEALING PROPERTIES; WASTE TIRE RUBBER; CRUMB RUBBER; RECYCLED POLYETHYLENE; PACKAGING-WASTE; RECLAIMED POLYETHYLENE; RHEOLOGICAL PROPERTIES; FRACTURE-TOUGHNESS;
D O I
10.1016/j.conbuildmat.2020.120704
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Low-temperature property of polyethylene (PE) modified asphalt has long been a controversial issue. In order to better understand the low-temperature anti-cracking properties of PE modified asphalt binder, the low-temperature cracking mechanism of PE modified asphalt binder and existing low-temperature property evaluation methods were reviewed firstly. Meanwhile, the factors that affect the low temperature performance of PE modified asphalt were comprehensively analyzed. On the other hand, the state of art of low-temperature performance and evaluation methods of PE modified asphalt mixture were discussed as well as the factors that affect the low temperature performance of PE modified asphalt mixture. It was found that the PE particles or fiber acted as "bridge" that can block the propagation of cracks, leading to the improvement of low-temperature properties of asphalt binder. Low-temperature properties of PE modified asphalt binder are highly dependent on the properties of base asphalt binder and PE essentially and PE content as well which dominated the interaction between PE and base asphalt binder. Additionally, the PE modified asphalt mixture exhibited better low-temperature properties than base asphalt mixture based on the existing low-temperature properties evaluation methods. However, the low temperature properties of PE modified asphalt binder is worse than those of base asphalt binder. The reason behind this phenomenon is believed to be that the existing evaluation methods of low temperature anti-cracking performance of PE modified asphalt binder is improper. Therefore, it is necessary to explore some more appropriately complete methods to evaluate the low-temperature properties of PE modified asphalt binder for the PE modified asphalt community. (C) 2020 Elsevier Ltd. All rights reserved.
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页数:24
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