JI Jie, SHI Yue-feng, SUO Zhi, YAO Hui, XU Shi-fa. Influence of direct coal liquefaction residue on viscoelastic properties of asphalt mortar[J]. Journal of Traffic and Transportation Engineering, 2015, 15(4): 1-8. doi: 10.19818/j.cnki.1671-1637.2015.04.001
Citation: JI Jie, SHI Yue-feng, SUO Zhi, YAO Hui, XU Shi-fa. Influence of direct coal liquefaction residue on viscoelastic properties of asphalt mortar[J]. Journal of Traffic and Transportation Engineering, 2015, 15(4): 1-8. doi: 10.19818/j.cnki.1671-1637.2015.04.001

Influence of direct coal liquefaction residue on viscoelastic properties of asphalt mortar

doi: 10.19818/j.cnki.1671-1637.2015.04.001
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  • Author Bio:

    JI Jie(1972-), female, professor, PhD, +86-10-68322100, jijie@bucea.edu.cn

  • Received Date: 2015-01-02
  • Publish Date: 2015-08-25
  • SK-90 was taken as base asphalt, filler-asphalt ratio was 1.0, the direct coal liquefaction residue(DCLR)modified asphalt mortars with the DCLR contents as 5%, 10%, 15%, 20% and SK-90 asphalt mortar were produced respectively.The influences of DCLR on asphalt mortar rut factor, fatigue factor, creep stiffness modulus and creep rate were compared by dynamic shear rheometer(DSR)and bending beam rheometer(BBR)tests.The influence rule of DCLR on the viscoelastic properties of asphalt mortar was analyzed.Test result indicates that DCLR can significantly improve the high-temperature properties of asphalt mortar, reduce its lowtemperature and fatigue properties.DCLR also increases the elastic properties of asphalt mortar at high temperature and the viscous properties at low temperature.The high-temperature, lowtemperature and fatigue properties of asphalt mortar with high DCLR content are very sensitive to temperature.With the increase of DCLR content, the application scopes of asphalt and asphaltmortar become more and more narrow.Therefore, in the view of application, the content of DCLR is recommended to be less than 10%, and the asphalt and asphalt mortar can be applied for middle surface layer of asphalt pavement.

     

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  • [1]
    XING Ming-liang, CHEN Shuan-fa, GUAN Bo-wen, et al. Evaluation of asphalt mortar with high viscosity at low temperature[J]. Journal of Xi'an University of Architecture and Technology: Natural Science Edition, 2013, 45(3): 416-421. (in Chinese). doi: 10.3969/j.issn.1006-7930.2013.03.019
    [2]
    SHAO Xian-zhi, TAN Yi-qiu, SHAO Min-hua. Analysis of influence of several indexes of mineral filler on asphalt mortar[J]. Highway, 2004(5): 122-124. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200405037.htm
    [3]
    CHENG Yong-chun, MA Hui-li, ZHANG Peng, et al. Experimental study of physical and mechanical properties of asphalt mortars with different fillers[J]. Journal of Jilin University: Engineering and Technology Edition, 2014, 44(6): 1628-1632. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JLGY201406015.htm
    [4]
    YU Hong-xing, WU Yan, WEI Lian-yu, et al. The effects of filler to bituminous ratio on stability of asphalt mixes at high-temperature[J]. Journal of Highway and Transportation Research and Development, 2005, 22(10): 5-7, 17. (in Chinese). doi: 10.3969/j.issn.1002-0268.2005.10.002
    [5]
    WU Yu-hui. Research on influence of mineral filler content on properties of asphalt mortar[J]. Journal of Highway and Transportation Research and Development, 2008, 25(9): 35-38. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJJ2008S1011.htm
    [6]
    LI Tao, HU Hui-min. Influence of mineral fillers on properties of asphalt mortar[J]. Journal of Hefei University of Technology: Natural Science Edition, 2013, 36(8): 983-987. (in Chinese). doi: 10.3969/j.issn.1003-5060.2013.08.019
    [7]
    LIU Li, HAO Pei-wen, XIAO Qing-yi, et al. High temperature properties and evaluation method of asphalt mortar[J]. Journal of Chang'an University: Natural Science Edition, 2007, 27(5): 30-34. (in Chinese). doi: 10.3321/j.issn:1671-8879.2007.05.007
    [8]
    FENG Hao. Research on characteristics of asphalt mortar based on viscoelastic theory[D]. Changsha: Changsha University of Science and Technology, 2008. (in Chinese).
    [9]
    LI Ping, KONG Chen-guang, ZHANG Zheng-qi. Influence of filler on asphalt mortar's viscosity[C]∥IEEE. 2009International Conference on Measuring Technology and Mechatronics Automation. New York: IEEE, 2009: 778-780.
    [10]
    ZHANG Zheng-qi, LI Ping, WANG Bing-gang. Effect of fiber and mineral filler on asphalt mortar performance[J]. Journal of Chang'an University: Natural Science Edition, 2005, 25(5): 15-18. (in Chinese). doi: 10.3321/j.issn:1671-8879.2005.05.004
    [11]
    SHUI Heng-fu, CAI Zheng-yi, XU Chun-bao. Recent advances in direct coal liquefaction[J]. Energies, 2010, 3(2): 155-170.
    [12]
    LIU Zhen-yu, SHI Shi-dong, LI Yong-wang. Coal liquefaction technologies-development in China and challenges in chemical reaction engineering[J]. Chemical Engineering Science, 2010, 65(1): 12-17. doi: 10.1016/j.ces.2009.05.014
    [13]
    ZHENG Li-zhen, WANG Xiao-hua, ZHANG Tie-shuan, et al. Research progress in utilizations of coal liquefaction residues[C]∥IEEE. 2011International Conference on Materials for Renewable Energy and Environment. New York: IEEE, 2011: 1627-1630.
    [14]
    PATEL P. China and South Africa pursue coal liquefaction[J]. MRS Bulletin, 2012, 37(3): 204-205.
    [15]
    JIN Zhuo-yi. Feasibility study of direct coal liquefaction residue modified asphalt[J]. Guangzhou Chemical Industry, 2014, 42(3): 23-24, 54. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GZHA201403010.htm
    [16]
    ZHAO Peng, SUN Shu-jun, LU Zheng-yuan, et al. Development of property and high added-value utilization of direct coal liquefaction residue[J]. Clean Coal Technology, 2009, 15(6): 33-35. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-JJMS200906011.htm
    [17]
    ZHU Wei-ping. Study on direct coal liquefaction residue as asphalt[J]. Shen Hua Science and Technology, 2009, 7(6): 68-71, 85. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-SBMT200906025.htm
    [18]
    JI Jie, ZHAO Yong-shang, XU Shi-fa. Study on properties of the blends with direct coal liquefaction residue and asphalt[C]∥ICAEMAS. 3rd International Conference on Advanced Engineering Materials and Architecture Science. Huhhot: ICAEMAS, 2014: 316-321.
    [19]
    ZHAO Yong-shang, JI Jie. Study on the performance of direct coal liquefaction residue modified mixture[C]∥ASCE. Challenges and Advances in Sustainable Transportation Systems. Reston: ASCE, 2014: 352-357.
    [20]
    JI Jie, SHI Yue-feng, SUO Zhi, et al. Properties and microstructure of direct coal liquefaction residue blending modified asphalt[J]. Journal of Beijing University of Technology, 2015, 41(7): 1049-1053. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201507016.htm
    [21]
    LI Zhi-hui, TAN Yi-qiu. Determination method for the best filler-asphalt ratio of asphalt mortar based on rheology[J]. Journal of China and Foreign Highway, 2014, 34(4): 294-298. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201404073.htm
    [22]
    DING Hong-xia, CHENG Guo-xiang, ZHANG Jian-feng. Performance evaluation of modified asphalt by SHRP[J]. Petroleum Asphalt, 2012, 26(4): 31-34. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-OILE201204011.htm
    [23]
    HIRATO T, MURAYAMMA M, SASAKI H. Development of high stability hot mix asphalt concrete with hybrid binder[J]. Journal of Traffic and Transportation Engineering: English Edition, 2014, 1(6): 424-431.

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