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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2011  >  11(4): 1-9
PEI Jian-zhong, XU Li, ZHANG Jiu-peng, XING Xiang-yang. Design method of warm mix asphalt based on Marshall test under variable temperatures and compaction times[J]. Journal of Traffic and Transportation Engineering, 2011, 11(4): 1-9. doi: 10.19818/j.cnki.1671-1637.2011.04.001
Citation: PEI Jian-zhong, XU Li, ZHANG Jiu-peng, XING Xiang-yang. Design method of warm mix asphalt based on Marshall test under variable temperatures and compaction times[J]. Journal of Traffic and Transportation Engineering, 2011, 11(4): 1-9. doi: 10.19818/j.cnki.1671-1637.2011.04.001
shu

Design method of warm mix asphalt based on Marshall test under variable temperatures and compaction times

doi: 10.19818/j.cnki.1671-1637.2011.04.001
  • 1.

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

  • 2.

    CCCC First Highway Consultants Co., Ltd., Xi'an 710075, Shaanxi, China

  • 3.

    Shanxi Provincial Research Institute of Communications, Taiyuan 030006, Shanxi, China

Funds:

Special Fund for Basic Scientific Research of Central Colleges CHD2010JC002

Technology Project of Ministry of Transport 2011-319-812-020

Key Program of Shaanxi Natural Science Foundation for Basic Research Plan 2010JZ009

More Information
  • Author Bio:

    PEI Jian-zhong(1976-), Male, Wutai, Shanxi, Associate Professor of Chang'an University, PhD, Research on Pavement Engineering, +86-29-82334681, jianzhongpei@163.com

  • Received Date: 2011-03-22
  • Publish Date: 2011-08-25
    Abstract
  • In order to establish the mixture design method for warm mix asphalt (WMA), Marshall test was conducted under variable temperatures and compaction times to prepare AC-13C WMA specimens, and the volume characteristics of WMA specimens were researched. Analysis result indicates that the air void volume (VV) and the percent voids in mineral aggregate (VMA) increase with the decrease of compaction temperatures and compaction times, but the percent voids in mineral aggregate that are filled with asphalt (VFA) decrease. Compared with hot mix asphalt (HMA), the asphalt content absorbed by aggregates, the effective asphalt content (mass fraction) and the thickness of asphalt film in WMA differ a little, and the optimum asphalt content of AC-13C WMA is 4.7%. According to the volume characteristics, the compaction temperatures of WMAs are determined, and the compaction temperatures of WMAs with matrix asphalt and SBS modified asphalt decrease by about 10 ℃-20 ℃ and 10 ℃ respectively. WMA compactibility is better, and the compaction times of WMAs with matrix asphalt and SBS modified asphalt decrease by about 20% and 10% respectively.

     

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    • References(13)
  • [1]
    ZHANG Jiu-peng, PEI Jian-zhong, XU Li, et al. Gyratory compaction characteristic of SBS warm mixed asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2011, 11 (1): 1-6. http://transport.chd.edu.cn/article/id/201101001
    [2]
    LIU Wei, ZHANG Jie, LIN Ke, et al. Research on pavement performance of SMA-13 warm mix asphalt[J]. Road Machinery and Construction Mechanization, 2011, 28 (1): 63-65, 69.
    [3]
    PEI Jian-zhong, XING Xiang-yang. Study on construction technology of warm mix asphalt[J]. Road Machinery and Construction Mechanization, 2010, 27 (3): 41-44.
    [4]
    CHEN Guo-qiang, LIU Li-ping, GAO Xiao-fei, et al. Performance evaluation of asphalt mixture with sasobit[J]. Highway Engineering, 2009, 34 (6): 64-67.
    [5]
    QIN Yong-chun, HUANG Song-chang, XUJian, et al. Performance of SMA mixture based on evotherm-DAT warm mix asphalt technology[J]. Journal of Building Material, 2010, 13 (1): 32-35.
    [6]
    GUO Ping, QI Feng, MI Hai-chen. Road performance of warm mix asphalt mixture[J]. Journal of Chang'an University: Natural Science Edition, 2010, 30 (3): 10-13.
    [7]
    ZHOU Yan, CHEN Shuan-fa, ZHENG Mu-lian, et al. Research on mixing and compaction property of warm mix asphalt[J]. Journal of Wuhan University of Technology, 2010, 32 (1): 61-64.
    [8]
    XIAO Fei-peng, ZHAO Wen-bin, GANDHI T, et al. Influence of antistripping additives on moisture susceptibility of warm mix asphalt mixtures[J]. Journal of Materials in Civil Engineering, 2010, 22 (10): 1047-1055. doi: 10.1061/(ASCE)MT.1943-5533.0000111
    [9]
    LI Zhen, XU Shi-fa, LUO Xiao-hui, et al. Evaluation of compaction characteristics of warm-recycled asphalt mixture[J]. Journal of Beijing University of Civil Engineering and Architecture, 2010, 26 (1): 14-19.
    [10]
    SUN Ji-shu, XIAO Tian, YANG Chuan-feng, et al. On properties of warm mix recycled asphalt mixture in highway[J]. Journal of Chongqing Jiaotong University: Natural Science, 2011, 30 (4): 250-253.
    [11]
    YU Jiang, SUN Ming, LI Lin-ping. Influence of mixing temperature on warm mix asphalt water stability[J]. Subgrade Engineering, 2011 (2): 10-13.
    [12]
    YANG Wen-feng, WU Shao-peng, MO Lian-tong, et al. Research on the effect of aggregate porosity on asphalt absorption and mixture's volume performance[J]. Journal of Wuhan University of Technology, 2003, 25 (12): 72-74.
    [13]
    ZHANG Hua, QIAN Jue-shi, WU Wen-jun. The influence of the filler-asphalt ratio on the high-and-low-temperature performance of gussasphalt mortar[J]. Journal of Chongqing University, 2009, 32 (6): 663-667.
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