High-Temperature Performance of Polymer-Modified Asphalt Mixes: Preliminary Evaluation of the Usefulness of Standard Technical Index in Polymer-Modified Asphalt

被引:32
|
作者
Yan, Kezhen [1 ,2 ]
You, Lingyun [2 ,3 ]
Wang, Daocheng [2 ,4 ]
机构
[1] Yango Univ, Sch Civil Engn, Fuzhou 350015, Fujian, Peoples R China
[2] Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China
[3] Michigan Technol Univ, Dept Civil & Environm Engn, Houghton, MI 49931 USA
[4] Western Investment Co Ltd CCTEB, Chengdu 610000, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
polymer-modified asphalt; high-temperature performance; multiple stress creep recovery (MSCR); zero-shear viscosity (ZSV); rutting resistance; correlation; WASTE TIRE RUBBER; COMPONENTS DISTRIBUTION; RHEOLOGICAL PROPERTIES; FATIGUE PERFORMANCE; MSCR; MIXTURES; BINDER; APAO; IMPACTS; SBS;
D O I
10.3390/polym11091404
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
The objectives of this study are to evaluate the high-temperature performance of polymer-modified asphalt and asphalt mixtures, and to investigate if the standard technical indexes are useful in the performance evaluation of the polymer-modified asphalt. There are four typically used polymer-modified asphalt types employed in the study. The standard high-temperature rheological test, such as the temperature sweep test, was used to express the high-temperature performance of the polymer-modified asphalt. Also, considering the non-Newtonian fluid properties of the polymer-modified asphalt, the multiple stress creep recovery (MSCR) and zero-shear viscosity (ZSV) tests were employed for the characterizations. Besides, based on the mixture design of SMA-13, the high temperature of the polymer-modified asphalt mixture was evaluated via Marshall stability and rutting tests. The test results concluded that the ranking of the four kinds of polymer-modified asphalt was different in various laboratory tests. The TB-APAO has the best technical indexes in MSCR and ZSV tests, while the WTR-APAO performed best in the temperature sweep test. In addition, the correlation between the polymer-modified asphalt and the asphalt mixture was very poor. Thus, the present standard technical indexes for the profoundly polymer-modified asphalt mixtures are no longer suitable.
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页数:14
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