CAI Liang-cai, WANG Hai-fu, ZHANG Luo-li, WANG Peng-fei. Prediction model of remaining life for airport pavement based on cumulative damage[J]. Journal of Traffic and Transportation Engineering, 2014, 14(4): 1-6.
Citation: CAI Liang-cai, WANG Hai-fu, ZHANG Luo-li, WANG Peng-fei. Prediction model of remaining life for airport pavement based on cumulative damage[J]. Journal of Traffic and Transportation Engineering, 2014, 14(4): 1-6.

Prediction model of remaining life for airport pavement based on cumulative damage

More Information
  • Author Bio:

    CAI Liang-cai(1960-), male, professor, PhD, +86-29-84787008, liangcai07@126.com

  • Received Date: 2014-03-14
  • Publish Date: 2014-08-25
  • Through the statistical analysis on the transverse distribution rules of wheel trace and pavement load stress, the calculation method of pavement pass-to-coverage for landing gear was obtained. Based on the regression formula of load stress on the middle part of pavement slab, the lateral stress distribution function of pavement slab was established. NCHRP1-26 function was chosen as fatigue function, the takeoff data of the 2 types of aircrafts in the next 7 years were calculated based on the historical takeoff data of airport A in the past 13 years, the calculation method of cumulative damage for airport pavement was set up according to the coverage curve function and the stress distribution function, and example verification was carried out.Analysis result shows that, the maximum cumulative damage of pavement tends to be 1 after 2 years, which means the remaining life of airport pavement is 2 years without any maintenance measure.It is consistent with the actual operating condition of airport A, so the established model is effective.

     

  • loading
  • [1]
    凌建明. 郑悦峰. 机场水泥混凝土道面剩余寿命的预估方法[J]. 同济大学学报: 自然科学版, 2001, 29(4): 484-488. doi: 10.3321/j.issn:0253-374X.2001.04.022

    LING Jian-ming, ZHENG Yue-feng. On prediction method of remaining life for cement concrete pavement of airport[J]. Journal of Tongji University: Natural Science, 2001, 29(4): 484-488. (in Chinese). doi: 10.3321/j.issn:0253-374X.2001.04.022
    [2]
    翁兴中, 孙建斌. 军用机场沥青混凝土道面交通量换算[J]. 公路, 2003(6): 82-86 https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200306024.htm

    WENG Xing-zhong, SUN Jian-bin. Conversion of traffic volumes on asphalt concrete pavement for military airport[J]. Highway, 2003(6): 82-86. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL200306024.htm
    [3]
    王维. 机场道面剩余使用寿命计算方法改进[J]. 中国民航大学学报, 2004, 22(3): 37-41. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGMH200403009.htm

    WANG Wei. Improved method for computing residual service life of civil airport pavement[J]. Journal of Civil Aviation University of China, 2004, 22(3): 37-41. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGMH200403009.htm
    [4]
    王维, 韩利斌. 机场道面使用性能预估理论和模型[J]. 中国民航大学学报. 2007, 25(2): 28-32.

    WANG Wei, HAN Li-bin. Introduction to prediction theory and models of airport pavement operational performance[J]. Journal of Civil Aviation University of China, 2007, 25(2): 28-32. (in Chinese).
    [5]
    YEO I, SUH Y, MUN S. Development of a remaining fatigue life model for asphalt black base through accelerated pavement testing[J]. Construction and Building Materials, 2008, 22(8): 1881-1886. doi: 10.1016/j.conbuildmat.2007.04.015
    [6]
    ZHANG Luo-li, CAI Liang-cai, CHONG Xiao-lei, et al. Methods for estimating remaining life of cement concrete pavement of military airport[C]//ASCE. Proceedings of the2nd International Conference on Transportation Engineering. Shenyang: ASCE, 2009: 2225-2230.
    [7]
    王观虎, 蔡良才, 邵斌, 等. 机场水泥混凝土道面使用寿命的改进灰色预测模型[J]. 交通运输工程学报, 2009, 9(3): 45-48. http://transport.chd.edu.cn/article/id/200903008

    WANG Guan-hu, CAI Liang-cai, SHAO Bin, et al. Modified gray prediction model of service life for airport cement concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 45-48. (in Chinese). http://transport.chd.edu.cn/article/id/200903008
    [8]
    王振辉. 基于损伤优化模型的机场道面设计[D]. 西安: 空军工程大学, 2010.

    WANG Zhen-hui. Airport pavement design based on damage optimization model[D]. Xi'an: Air Force Engineering University, 2010. (in Chinese).
    [9]
    吴爱宏. 基于累积损伤的机场道面设计方法研究[D]. 西安: 空军工程大学, 2011.

    WU Ai-hong. Research on the method of airport pavement design based on cumulative damage[D]. Xi'an: Air Force Engineering University, 2011. (in Chinese).
    [10]
    孙建斌, 翁兴中. 军用机场沥青混凝土道面结构设计指标确定[J]. 空军工程大学学报: 自然科学版, 2005, 6(1): 8-10. https://www.cnki.com.cn/Article/CJFDTOTAL-KJGC200501002.htm

    SUN Jian-bin, WENG Xing-zhong. Research on structure design criteria of asphalt concrete pavement for military airport[J]. Journal of Air Force Engineering University: Natural Science Edition, 2005, 6(1): 8-10. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-KJGC200501002.htm
    [11]
    AC 150/5320-6D, airport pavement design and evaluation[S].
    [12]
    AC 150/5320-6E, airport pavement design and evaluation[S].
    [13]
    姚炳卿. 机场道面通行覆盖率的计算原理[J]. 机场工程, 2008(4): 2-12.

    YAO Bing-qing. Calculate theory of airport pavement pass-tocoverage ratio[J]. Airport Engineering, 2008(4): 2-12. (in Chinese).
    [14]
    CAI Liang-cai, ZHU Zhan-qing, WU Ai-hong, et al. Cenment concrete pavement design based on cumulative damage factor[J]. Journal of Traffic and Transportation Engineering, 2012, 12(4): 1-8, 24.
    [15]
    MAGGIORE C, AIREY G, MARSAC P. A dissipated energy comparison to evaluate fatigue resistance using 2-point bending[J]. Journal of Traffic and Transportation Engineering: English Edition, 2014, 1(1): 49-54.
    [16]
    和鹏远. 机场道面剩余寿命评估方法研究[D]. 郑州: 郑州大学, 2012.

    HE Peng-yuan. Research on airport pavement remaining life assess method[D]. Zhengzhou: Zhengzhou University, 2012. (in Chinese).
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (909) PDF downloads(871) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return