Volume 9 Issue 4
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2009  >  9(4): 10-14
Next Previous
WANG Yan, NI Fu-jian, LI Zai-xin. Fatigue performance of cement-stabilized macadam mixture[J]. Journal of Traffic and Transportation Engineering, 2009, 9(4): 10-14. doi: 10.19818/j.cnki.1671-1637.2009.04.003
Citation: WANG Yan, NI Fu-jian, LI Zai-xin. Fatigue performance of cement-stabilized macadam mixture[J]. Journal of Traffic and Transportation Engineering, 2009, 9(4): 10-14. doi: 10.19818/j.cnki.1671-1637.2009.04.003
shu

Fatigue performance of cement-stabilized macadam mixture

doi: 10.19818/j.cnki.1671-1637.2009.04.003
  • 1.

    School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China

  • 2.

    School of Architectural Engineering, Jinling Institute of Technology, Nanjing 211169, Jiangsu, China

  • 3.

    Xiamen Baicheng Construction and Investment Co., Ltd., Xiamen 361009, Fujian, China

More Information
  • Author Bio:

    WANG Yan(1979-), female, lecturer, PhD, +86-25-83066948, wangyan.seu@gmail.com

  • Received Date: 2009-02-12
  • Publish Date: 2009-08-25
    Abstract
  • According to the stress state of cement-stabilized macadam base under vehicle load, the strength and splitting fatigue tests on the macadam materials with various cement dosages and gradations in doors were carried out.The test result of unconfined compressive strength shows that the 7th day's unconfined compressive strengths of the mixtures with middle-rang gradations and 2.5% cement dosage meet with the requirement of relative criterion, therefore, the cement dosage criterion can be debased properly for cement-stabilized macadam base.The result of splitting fatigue test indicates that the cement-stabilized macadam mixture with higher cement dosage has lower load sensitivity.In other words, under the same construction condition, its capability to endure overload or over-axial-load limit force is better.Based on the result of splitting fatigue test, the fatigue formulae with high correlation coefficients are educed by using regression method, the minimal determinant coefficient is 0.848 3, and the regression parameters values are in 7~88.

     

    • FullText(HTML)
  • loading
    • References(11)
  • [1]
    TSAI B W, HARVEYJ T. Effect of fatigue damage on complexmodulus master curves of asphalt-aggregate mixes[C]//TRB. TRB Annual Meeting 2007. Washington DC: TRB, 2007: 1-25.
    [2]
    SUN Rong-shan, WANG Shui-yin. Research on fatigueperformance of the different gradations of cement stabilizedcrushed stone[J]. Journal of Highway and TransportationResearch and Development, 2007, 24(6): 57-61, 65. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200706013.htm
    [3]
    XU Hao, NI Fu-jian, CHEN Rong-sheng, et al. Durabilityof porous asphalt mixture[J]. Journal of Traffic and Trans-portation Engineering, 2005, 5(2): 27-31. (in Chinese) http://transport.chd.edu.cn/article/id/200502007
    [4]
    NI Fu-jian, YIN Ying-mei. Fatigue properties of asphalt mixturewithfiberglass polyester mat[J]. Journal of Traffic and Transpor-tation Engineering, 2005, 5(3): 31-35. (in Chinese) http://transport.chd.edu.cn/article/id/200503007
    [5]
    ZHI Xi-lan, HAN Bing. Analysis on the fatigue and flexure-tension resistant performance of semi-rigid roadbase materialreinforced by soil engineering grid[J]. Journal of ChongqingJiaotong University, 2005, 24(4): 62-66. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT200504014.htm
    [6]
    GAO Ying, HUANG Xiao-ming, XU Tao. Fatigue charac-teristic of asphalt concrete pavement on cement concretebridge deck[J]. Journal of Traffic and TransportationEngineering, 2006, 6(1): 39-43. (in Chinese) http://transport.chd.edu.cn/article/id/200601008
    [7]
    LI Zhu-long, WU De-ping, ZHANG Ya-zhou. Durabilities ofpolymer cement materialsin highway engineering[J]. Journalof Traffic and Transportation Engineering, 2005, 5(4): 32-36. (in Chinese) http://transport.chd.edu.cn/article/id/200504007
    [8]
    LI Zai-xin. Research on the performance of cement-stabilizedaggregate mixture and indexes correlation[D]. Nanjing: Southeast University, 2007. (in Chinese)
    [9]
    WANG Yan, NI Fu-jian, LI Zai-xin. Study ontransverse shrink-age crack control of cement-stabilized macadam base[C]//Hokkaido University. Proceedings of Japan-China 4thWork-shop on Pavement Technologies. Sapporo: Japan Society ofCivil Engineering, 2007: 437-446.
    [10]
    LI MS, ZOLLI NGER D G. Esti mation of the compressivestrength and modulus of elasticity of cement-treated aggregatebase materials[C]//TRB. TRB Annual Meeting 2003. Washington DC: TRB, 2003: 30-38.
    [11]
    CHEN Shuan-fa, ZHENG Mu-lian, WANG Bing-gang. Formulation and application of fatigue equationfor porous cementconcrete[J]. Journal of the Chinese Ceramic Society, 2005, 33(7): 827-831.
    • Relative Articles
    • Supplements(0)
    • Cited By

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (1307) PDF downloads(615) Cited by()
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return