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ZHANG Jinxi, KONG Xiangjie, HAN Dingding, WANG Chao. Prediction Model of Asphalt Pavement PCI of Expressway Under Different Maintenance Conditions[J]. Journal of Beijing University of Technology, 2016, 42(1): 74-80. DOI: 10.11936/bjutxb2015020034
Citation: ZHANG Jinxi, KONG Xiangjie, HAN Dingding, WANG Chao. Prediction Model of Asphalt Pavement PCI of Expressway Under Different Maintenance Conditions[J]. Journal of Beijing University of Technology, 2016, 42(1): 74-80. DOI: 10.11936/bjutxb2015020034

Prediction Model of Asphalt Pavement PCI of Expressway Under Different Maintenance Conditions

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  • Received Date: February 13, 2015
  • Available Online: January 10, 2023
  • In order to make accurate and scientific performance evaluation and maintenance decision of asphalt pavement,the pavement condition index( PCI) detection data of asphalt pavement of Beijing expressways in different years was investigated and analyzed in this paper. The PCI decay trend was studied and an exponential type prediction model of PCI under different maintenance mode was summarized. Result shows that the maintenance type and intensity is different at different ages of expressways. PCI of expressways may decrease in a low intensity manner or in a wave shaped high intensity manner under different maintenance modes. When the age of expressway approaches its severing life the PCI shows a sharp decay trend. In Beijing area,the value of pavement factor “a”is between0. 008 ~ 0. 035. Prediction result of PCI presented in this paper is more accurate and accords with the asphalt pavement PCI decay trend of expressways and maintenance manner. The result of this paper provides a theoretical support for the accurate prediction of PCI and maintenance decision of expressway pavement.
  • [1]
    中华人民共和国交通运输部门户网站.交通概况[EB/OL].[2015-01-05].http:∥www.moc.gov.cn/.
    [2]
    中国公路网.我国高速公路突破十万公里[EB/OL].[2015-01-05].http:∥www.chinahighway.com/news/2013/798409.php.
    [3]
    WANG H,WANG Z.Evaluation of pavement surface friction subject to various pavement preservation treatments[J].Construction and Building Materials,2013,48:194-202.
    [4]
    DONG Z J,GONG X B,XIAO G Q,et al.Rutting resistance evaluation of structural combinations of asphalt pavement subjected to heavy duty[J].Advanced Engineering Forum,2012,5:316-321.
    [5]
    MENSCHING D J,MCCARTHY L M,MEHTA Y,et al.Modeling flexible pavement overlay performance for use with quality-related specifications[J].Construction and Building Materials,2013,48:1072-1080.
    [6]
    EVDORIDES H,BURROW M,SULAIMAN S.A methodology to model the variability in pavement performance[J].Proceedings of the Institution of Civil Engineers Transport,2013,166(4):233-240.
    [7]
    PROZZI J A,MADANAT S M.Development of pavement performance models by combining experimental and field data[J].Journal of Infrastructure Systems,2004,10(1):9-22.
    [8]
    FENG H,PROZZI J A.Estimation of pavement performance deterioration using Bayesian approach[J].Journal of Infrastructure Systems,2006,12(2):77-86.
    [9]
    孙立军.沥青路面结构行为理论[M].上海.同济大学出版社,2002:187-191.

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