WANG Guan-hu, CAI Liang-cai, SHAO Bin, ZHONG Xiao-lei, XU Ming-xia. Modified gray prediction model of service life for airport cement concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 45-48. doi: 10.19818/j.cnki.1671-1637.2009.03.008
Citation: WANG Guan-hu, CAI Liang-cai, SHAO Bin, ZHONG Xiao-lei, XU Ming-xia. Modified gray prediction model of service life for airport cement concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 45-48. doi: 10.19818/j.cnki.1671-1637.2009.03.008

Modified gray prediction model of service life for airport cement concrete pavement

doi: 10.19818/j.cnki.1671-1637.2009.03.008
More Information
  • Author Bio:

    WANG Guan-hu(1979-), male, doctoral student, +86-29-83461866, wangguanhu@126.com

    CAI Liang-cai(1960-),male,professor,+86-29-84787701, Liangcai07@126.com

  • Received Date: 2008-12-16
  • Publish Date: 2009-06-25
  • In order to accurately predict the service life for airport cement concrete pavement, the service characters of airport cement concrete pavement were studied, pavement breakage degree was considered as pavement service life index.A gray prediction model was established according to gray system theory.Its prescision was tested by using origin residual error method.The solving process of the model was improved by taking the latter measuring value of pavement breakage degree as initial condition.Analysis result shows that pavement breakage degree increases exponentially with service time, but pavement remaining service life decreases exponentially with service time.The relative error between the forecast value and actual value of pavement breakage degree is less than 5%, so the prediction model is effective and can be used in periodic inspectability pavement.

     

  • loading
  • [1]
    WANG Wei. I mproved methodfor computing residual servicelife of civil airport pavement[J]. Journal of Civil AviationUniversity of China, 2004, 22(3): 37-41. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGMH200403009.htm
    [2]
    GJB 1112A—2004, construction and acceptance specificationsfor flying area engineering of the military airfield[S]. (in Chinese)
    [3]
    GJB 2264—1995, quality evaluation standard for flying areaengineering of the military airfield[S]. (in Chinese)
    [4]
    WANG Wei. A method for computing remaining service life ofcivil airport rigid pavement based on fatigue loss[J]. Highway, 2004(1): 10-14. (in Chinese)
    [5]
    JI Yu-xiong, KAN Sheng-nan, FENG Qi, et al. Evaluationmodels of airports pavement management[J]. Journal ofTongji University: Natural Science, 2004, 32(6): 731-735. (in Chinese) doi: 10.3321/j.issn:0253-374X.2004.06.007
    [6]
    LI NG Jian-ming, ZHENG Yue-feng, YUANJie. Predictionmodel of remaining life for asphalt concrete pavement of run-way[J]. Journal of Tongji University: Natural Science, 2004, 32(4): 471-474. (in Chinese) doi: 10.3321/j.issn:0253-374X.2004.04.011
    [7]
    LI NGJian-ming, YUANJie, XI Shao-bo, et al. On develop-ment of Shanghai airport pavement management system[J]. Journal of Tongji University: Natural Science, 2005, 33(8): 1041-1046. (in Chinese) doi: 10.3321/j.issn:0253-374X.2005.08.010
    [8]
    KOU Ya-nan, WENG Xing-zhong. Prediction of airportcement concrete pavement service life using neural networktheory[J]. China Journal of Highway and Transport, 1997, 10(1): 16-20. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL199701004.htm
    [9]
    BAI Er-lei, XU Jin-yu. Application of extention method inassessment of airport cement concrete pavement performance[J]. Subgrade Engineering, 2007(6): 36-37. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LJGC200706019.htm

Catalog

    Article Metrics

    Article views (729) PDF downloads(610) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return