Effect of aging on microstructure and fatigue performance of modified asphalt

被引:0
作者
Cui Y. [1 ,2 ]
Chen R. [1 ]
Chen C. [3 ]
Zhang S. [1 ]
机构
[1] School of Civil Engineering, Inner Mongolia University of Technology, Huhehot
[2] Key Laboratory of Road Structure and Materials Transportation, Beijing
[3] South-to-North Water Diversion East Route Shandong Co. Ltd., Ji'nan
来源
Cui, Ya'nan (yanancui@aliyun.com) | 1619年 / Beijing University of Aeronautics and Astronautics (BUAA)卷 / 35期
关键词
Fatigue performance; Microstructure; Rubber powder modified asphalt; SBS modified asphalt;
D O I
10.13801/j.cnki.fhclxb.20170808.006
中图分类号
学科分类号
摘要
In order to study the effect of aging on microstructure and fatigue properties of modified asphalt, the asphalt routine index test, the Dynamic Shear Rheometer(DSR) test and the AFM test were used to analyse penetration, ductility, softening point, fatigue performance and microstructure of styrene-butadiene-styrene tri-block copolymer(SBS) modified asphalt and rubber powder modified asphalt from the macro and micro perspective before and after aging.The results show that with the deepening of aging, the hardness of modified asphalt increases and the high temperature performance also improves, whlie the temperature sensitivity becomes lower and the low temperature crack resistance becomes worse. The anti-aging properties of rubber modified asphalt are better than that of SBS modified asphalt according to the comprehensive analysis of penetration ratio, ductility ratio and softening point ratio.With the decrease of temperature, the increase of frequency and the deepening of aging, the anti-fatigue performance of two modified asphalt is deteriorated. The microstructure observation results show that SBS modified asphalt has "bee-like structure" and the volume and height of "bee-like structure" increase after aging, but their numbers decrease.There is no "bee-like structure" in the rubber powder modified asphalt, it is due to some reactions like swelling, desulfurization and degradation occured in the blending process of asphalt and rubber powder that restricted the "bee-like structure" formation, and few changes occur in the roughness and the height of rubber powder modified asphalt surface after aging. Rubber powder modified asphalt has better fatigue resistance, aging resistance and high temperature performance than that of SBS modified asphalt. © 2018, Editorial Office of Acta Materiae Compositae Sinica. All right reserved.
引用
收藏
页码:1619 / 1628
页数:9
相关论文
共 24 条
  • [1] Cao Q., He Z., Li Q., Overview of SBS modified asphalt aging research, Petroleum Asphalt, 27, 4, pp. 1-5, (2013)
  • [2] Liu L., Study on the aging mechanism of SBS modified asphalt in the coupling condition of thermal and ultraviolet, (2015)
  • [3] Wang Q., Yuan Y., Ou Y.C., Et al., Research status of waste rubber powder modified asphalt under aging, Polymer Bulletin, 6, pp. 19-28, (2015)
  • [4] Abbas A.R., Mannan U.A., Dessouky S., Effect of recycled asphalt shingles on physical and chemical properties of virgin asphah binders, Construction and Building Materials, 45, pp. 162-172, (2013)
  • [5] Zhang J., Jiang F., Wang C., Et al., Study on dynamic modulus evaluation of indoor and outdoor aging asphalt mixture, Journal of Building Materials, 6, pp. 1-9, (2017)
  • [6] Wand L., Wang Y., Xing Y., Et al., Effect of short term aging on rheological properties of rubber powder modified asphalt, Journal of Materials Engineering, 44, 1, pp. 54-59, (2016)
  • [7] Jiang W., Research on the self-healing capacity of bitumen mastics, Wuhan: Wuhan University of Technology, pp. 8-32, (2011)
  • [8] Lee S.J., Amirkhanian S.N., Shatanawi K., Et al., Short term aging characterization of asphalt binders using gel pemeation chromatography and selected superpave binder tests, Construction & Building Materials, 22, 11, pp. 2220-2227, (2008)
  • [9] Effect of short-term aging on rheological properties of polymer modified asphalt, Highway Engineering, 40, 1, (2015)
  • [10] Gao S., Hong S., Study on aging characteristics of rubber asphalt mixture based on superpave design method, Journal of China & Foreign Highway, 6, pp. 260-263, (2016)