Current status and development of terminal blend tyre rubber modified asphalt

被引:115
作者
Han, Lili [1 ]
Zheng, Mulian [1 ]
Wang, Chongtao [2 ]
机构
[1] Changan Univ, Key Lab Special Area Highway Engn, Minist Educ, Mid South Erhuan Rd, Xian 710064, Shaanxi, Peoples R China
[2] First Highway Consultants Co Ltd, 63 Kejier Rd, Xian 710075, Shaanxi, Peoples R China
关键词
Crumb rubber modified asphalt; Wet process; Terminal blend; Composite modification; WASTE TIRE RUBBER; CRUMB-RUBBER; MODIFICATION MECHANISM; PERFORMANCE EVALUATION; RHEOLOGICAL PROPERTIES; MODIFIED BITUMEN; MODIFIED BINDERS; MIXTURES; ADDITIVES;
D O I
10.1016/j.conbuildmat.2016.10.080
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Wet process Asphalt Rubber (AR) with well-proven advantages such as good anti-rutting and cracking resistant performances has obtained great advancement since 1930s. Nevertheless, the AR suffers from serious problems: it is too viscous to handle and needs special continuous agitating unit to avoid phase segregation. However, a good alternative is wet process Terminal Blend (TB) rubberized binder which is different from AR in terms of manufacturing process, modification mechanism and binder performance. Although been considered as a viable competitor against polymer modified asphalt, TB binder has not received extensive application due to some concerns. The present paper aimed to provide a comprehensive overview on TB recycled tyre rubber modified binder in terms of basic terminology, binder processing, performance evaluation, applications and primary limitations. Most importantly, the latest progresses in TB binders and their limitations were introduced based on up-to-date researches. Special emphases were laid on the composite modification to TB asphalts using various modifiers such as polymers, acids, nano material and natural rock asphalt. In addition, the combination of currently prevailing warm mix additives with TB rubberized binder was also summarized and discussed. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:399 / 409
页数:11
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