Aging Characteristics of Rubber Modified Asphalts in Different Environmental Factors Combinations

被引:18
作者
Xiao, Peng [1 ]
Zheng, Jiahui [1 ]
Kang, Aihong [1 ]
Sun, Lu [2 ]
Wang, Yingqian [1 ]
机构
[1] Yangzhou Univ, Coll Civil Sci & Engn, Yangzhou 225009, Jiangsu, Peoples R China
[2] Catholic Univ Amer, Dept Civil Engn, 620 Michigan Ave NE, Washington, DC 20064 USA
来源
APPLIED SCIENCES-BASEL | 2017年 / 7卷 / 08期
关键词
rubber modified asphalts; environmental factors; aging characteristics; evaluation index; chemical analyses; BINDER; PAVEMENTS;
D O I
10.3390/app7080806
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Two kinds of rubber modified asphalts were investigated and compared with virgin asphalt. In order to get closer to engineering practice, different combinations of four environmental factors were merged into the laboratory aging simulation. Subsequently, conventional property tests, including softening point, viscosity, creep stiffness, creep rate, and fatigue cracking were conducted on asphalt samples. The performance difference of asphalt before and after aging was selected as an evaluation index for asphalt aging degree. The results indicate that two kinds of rubber modified asphalts show stronger resistant ability to temperature deformation and better resistance to traffic loading than virgin asphalt in all kinds of environmental factors combinations. Tests on chemical analyses were conducted to investigate the asphalt aging characteristics. The apparent morphology of rubber modified asphalts are described in detail under an environment scanning electron microscope (ESEM). The damage condition reflected in images reveals the aging degree caused by multiple environmental factors. Moreover, the thermogravimetric analysis (TG) confirms that three kinds of asphalts can maintain thermal stability in various environments. Additionally, new characteristic functional groups were not detected in the infrared (IR) spectra of rubber modified asphalts, which means they have stable antioxidant properties given that their oxidation degrees change slightly throughout the aging processes.
引用
收藏
页数:14
相关论文
共 22 条
[1]  
[Anonymous], 2011, E202011 JTG
[2]   Laboratory evaluation of antioxidants for asphalt binders [J].
Apeagyei, Alex K. .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (01) :47-53
[3]  
Bian Fenglan, 2010, Journal of Southeast University (English Edition), V26, P618
[4]   Controlling asphalt aging by inclusion of byproducts from red wine industry [J].
Calabi-Floody, Alejandra ;
Thenoux, Guillermo .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 28 (01) :616-623
[5]   A review of the use of recycled solid waste materials in asphalt pavements [J].
Huang, Yue ;
Bird, Roger N. ;
Heidrich, Oliver .
RESOURCES CONSERVATION AND RECYCLING, 2007, 52 (01) :58-73
[6]   The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements [J].
Lee, Soon-Jae ;
Akisetty, Chandra K. ;
Amirkhanian, Serji N. .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (07) :1368-1376
[7]  
Li P., 2008, ENG SCI, V29, P100, DOI [10.3969/j.issn.1671-6833.2008.04.023, DOI 10.3969/J.ISSN.1671-6833.2008.04.023]
[8]   Viscous properties, storage stability and their relationships with microstructure of tire scrap rubber modified asphalt [J].
Liang, Ming ;
Xin, Xue ;
Fan, Weiyu ;
Sun, Huadong ;
Yao, Yan ;
Xing, Baodong .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 74 :124-131
[9]   Investigation on physical and chemical parameters to predict long-term aging of asphalt binder [J].
Lin, Juntao ;
Hong, Jinxiang ;
Liu, Jiaping ;
Wu, Shaopeng .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 122 :753-759
[10]   Investigation of the rheological modification mechanism of crumb rubber modified asphalt (CRMA) containing TOR additive [J].
Liu, Hongying ;
Chen, Zhijun ;
Wang, Wen ;
Wang, Hainian ;
Hao, Peiwen .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 67 :225-233