GAO Ying, HUANG Xiao-ming, XU Tao. Fatigue Characteristic of Asphalt Concrete Pavement on Cement Concrete Bridge Deck[J]. Journal of Traffic and Transportation Engineering, 2006, 6(1): 39-43.
Citation: GAO Ying, HUANG Xiao-ming, XU Tao. Fatigue Characteristic of Asphalt Concrete Pavement on Cement Concrete Bridge Deck[J]. Journal of Traffic and Transportation Engineering, 2006, 6(1): 39-43.

Fatigue Characteristic of Asphalt Concrete Pavement on Cement Concrete Bridge Deck

More Information
  • Author Bio:

    GAO Ying(1974-), female, associate professor, 86-25-83790551, gy@seu.edu.cn

  • Received Date: 2005-09-06
  • Publish Date: 2006-03-25
  • In order to improve the life of cement concrete bridge deck pavement, compound beam test was used to research the fatigue characteristics of hot mixed asphalt (HMA) courses on bridge deck, finite element analysis (FEA) method was employed to make the mechanical response of compound beam accord with that of actual bridge deck under the same load, the fatigue test was done for compound beams with different pavement structures.Test result shows that the destroy process of compound beam is similar with that of actual bridge deck, the structure with waterproof and cohesive course has a fatigue life, which is 8 times longer than that of the structure without the course, the addition of fiber in the HMA can increase at least 20% of its fatigue life, the combination structure of stone matrix asphalt (SMA) and fiber reinforced asphalt concrete (AC) is the best pavement structure in the test.

     

  • loading
  • [1] 高英. 长大桥沥青混凝土铺装结构形式及施工工艺研究[R]. 南京: 东南大学, 2003.
    [2]
    TP 8294, Standard Test Method for Determining the Fatigue Life of Compacted Hot Mix Asphalt (HMA) Subjected to Repeated Flexural Bending[S].
    [3]
    WANG Jun-li. Fatigue Performance Parameters and Reliability of Bridge Deck Pavement[J]. Journal of Chang'an University: Natural Science Edition, 2004, 24 (3): 39-42. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200403010.htm
    [4]
    RAOTANGELLAS C S, CRAUS J, DEACONJ A, et al. Summary Report on Fatigue Response of Asphalt Mixtures-Prepared for Strategic Highway Research Program Project A-003-A[R]. California: University of California, 1990.
    [5]
    CHEN Xian-hua, HUANG Wei, WANG Jian-wei, et al. Damage Causes of Mastic Asphalt Pavement on Orthotropic Steel Deck Plate[J]. Journal of Traffic and Transportation Engineering, 2004, 4 (4): 5-9. (in Chinese) http://transport.chd.edu.cn/article/id/200404002
    [6]
    ZHENG Mu-lian, WANG Bing-gang, HU Chang-shun. Study of Fatigue Property of Porous Concrete[J]. China Journal of Highway and Transport, 2004, 17 (1): 1-7. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200401002.htm
    [7]
    WALTERJ L, HICKS R, WILSONJ E. Impact of Variationsin Material Properties on Asphalt Pavement Life Evaluation of Warren-Scappoose Project[R]. Oregon: Oregon State University, 1981.
    [8]
    XU Zhi-hong, LI Shu-ming, GAO Ying, et al. Research on Fatigue Characteristic of Asphalt Mixture[J]. Journal of Traffic and Transportation Engineering, 2001, 1 (1): 20-24. (in Chinese) http://transport.chd.edu.cn/article/id/200101005
    [9]
    XU Yong-ming, ZHANG Deng-liang, LIU Wu-bin. Study on the Effect Factors of Asphalt Mixs Fatigue Properties[J]. Asphalt, 1995, 9 (4): 8-14. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-OILE200802003.htm

Catalog

    Article Metrics

    Article views (391) PDF downloads(183) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return