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LI Pei-long, ZHANG Zheng-qi, LI Hong-hua, WANG Bing-gang. Methods of Hamburg wheel tracking tests for asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2010, 10(2): 30-35. doi: 10.19818/j.cnki.1671-1637.2010.02.006
Citation: LI Pei-long, ZHANG Zheng-qi, LI Hong-hua, WANG Bing-gang. Methods of Hamburg wheel tracking tests for asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2010, 10(2): 30-35. doi: 10.19818/j.cnki.1671-1637.2010.02.006
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Methods of Hamburg wheel tracking tests for asphalt mixture

doi: 10.19818/j.cnki.1671-1637.2010.02.006
  • 1.

    Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, China

  • 2.

    China Airport Construction Corporation of CAAC, Beijing 100101, China

More Information
  • Author Bio:

    LI Pei-long (1980-), male, lecturer, PhD, +86-29-82336777, lipeilong@chd.edu.cn

  • Received Date: 2009-12-26
  • Publish Date: 2010-04-25
    Abstract
  • Four kinds of asphalt mixtures were made and Hamburg wheel tracking tests were conducted with the specimens in the water and in the air at 50 ℃ and 60 ℃ individually, the influence of water and temperature on rutting depth was analyzed. The tests were carried on to analyze the influence of specimen thickness and molding ways on rutting depth. The result indicates that water and raising test temperature can accelerate rutting appearance. The correlation coefficients are over 0.93 when the specimens are in the water at 50 ℃ and in the air at 60 ℃. According to the application of asphalt types, the right test temperatures of B-grade asphalt, A-grade asphalt and modified asphalt are 45 ℃, 50 ℃ and 60 ℃ respectively. The rutting depth of 40 mm-thickness specimen is much larger than that of others, which is not applicable for experiments.The test result of SGC cylindrical specimen has good relationship with that of plate specimen, their correlation coefficient is more than 0.95, so it can be used to evaluate the rut-resistance of asphalt mixture instead of plate specimen.

     

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    • References(10)
  • [1]
    QI ANZhen-dong, SHUFu-min. Performance experiments of high-modulus asphalt treated base[J]. Journal of Traffic and Transportation Engineering, 2009, 9 (3): 24-28. (in Chinese) http://transport.chd.edu.cn/article/id/200903004
    [2]
    ZHENG Nan-xiang, NIU Si-sheng, XU Xin-quan. Temperature, axle load and axle load frequency model of rutting prediction of heavy-duty asphalt pavement[J]. China Journal of Highway and Transport, 2009, 22 (3): 7-13. (in Chinese) doi: 10.3321/j.issn:1001-7372.2009.03.002
    [3]
    CAO Lin-tao, LI Li-han, SUN Da-quan, et al. Research of evaluation indexes for asphalt mixtures wheel tracking test[J]. Journal of Wuhan University of Technology, 2007, 29 (11): 14-17. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY200711006.htm
    [4]
    PENG Bo, YUAN Wan-jie, CHEN Zhong-da. Evaluation of anti-wheel-rutting performance of asphalt mixture by using wheelruttingindex[J]. Journal of South China University of Technology: Natural Science Edition, 2005, 33 (12): 84-86. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HNLG200512019.htm
    [5]
    LI Ming-guo, NI U Xiao-xia, SHEN Ai-qin. Anti-rut ability of asphalt pavement on mountain freeway[J]. Journal of Chang an University: Natural Science Edition, 2006, 26 (6): 19-22. (in Chinese) doi: 10.3321/j.issn:1671-8879.2006.06.005
    [6]
    LU Qing, HARVEYJ T. Evaluation of moisture sensitivity of hot mix asphalt by flexural beamfatigue test[C]∥ MASAD E, PANOSKALTSIS V P, WANG Lin-bing. Asphalt Concrete: Si mulation, Modeling and Experi mental Characterization. Reston: ASCE, 2006: 124-133.
    [7]
    CHOWDHURY A, BUTTONJ W, WIKANDERJ P. Variability of Hamburg wheel tracking devices[R]. Texas: Texas Transportation Institute, 2004.
    [8]
    YANG Jun, YI N Chao-en. Laboratory study of porous asphalt mixture made with rubber bitumen[C]∥ CHEN D H, ESTAKHRI C, ZHA Xu-dong, et al. Material, Design, Construction, Maintenance and Testing of Pavement. Reston: ASCE, 2009: 22-31.
    [9]
    YILDIRI M Y, JAYAWICKRAMA P W, HOSSAI N M S, et al. Hamburg wheel-tracking database analysis[R]. Texas: Texas Transportation Institute, 2006.
    [10]
    ZHANG Zheng-qi, YUAN Ying-jie, WANG Bing-gang. Information of gyratory compaction densification curve of asphalt mixture and its application[J]. China Journal of Highway and Transport, 2005, 18 (3): 1-6. (in Chinese) doi: 10.3321/j.issn:1001-7372.2005.03.001
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