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CHA Xu-dong. Development laws of transverse cracking for continuously reinforced concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 65-68.
Citation: CHA Xu-dong. Development laws of transverse cracking for continuously reinforced concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 65-68.
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Development laws of transverse cracking for continuously reinforced concrete pavement

  • School of Highway Engineering, Changsha University of Science and Technology, Changsha 410076, Hunan, China

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  • Author Bio:

    Zha Xu-dong (1970-), male, PhD, professor, +86-731-2309576, zhaxd999@public.as.hn.cn

  • Received Date: 2007-08-02
  • Publish Date: 2008-04-25
    Abstract
  • In order to understand the real development laws of transverse cracking for continuously reinforced concrete pavement (CRCP), a CRCP trial road on Leiyang-Yizhang expressway of Hunan Province had been investigated and tested for 5.5 a, and the test results of crack space and crack width were analyzed by using statistical method.Analysis result shows that CRCP transverse cracking can be divided into 3 periods with its age increase according to cracking development speed, including hardened cracking, transition cracking and stabilized cracking; in general, the variance coefficients of crack space and crack width are respectively 0.30~0.35 and 0.20~0.25;there is a fine power function relation between average crack space and CRCP age, there is a good linear function relation between average crack width and air temperature, and crack space accords with normal distribution.

     

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    • References(12)
  • [1]
    胡长顺, 曹东伟. 连续配筋混凝土路面结构设计理论与方法研究[J]. 交通运输工程学报, 2001, 1 (2): 57-62.

    Hu Chang-shun, Cao Dong-wei. On the design theory andmethod of continuously reinforced concrete pavement (CRCP)[J]. Journal of Traffic and Transportation Engineering, 2001, 1 (2): 57-62. (in Chinese)
    [2]
    查旭东, 王燕, 韩春华. 欧洲水泥混凝土路面综述[J]. 国外公路, 1999, 19 (3): 16-22.

    Zha Xu-dong, Wang Yan, Han Chun-hua. Summary of cement concrete pavement in Europe[J]. Journal of Foreign Highway, 1999, 19 (3): 16-22. (in Chinese)
    [3]
    查旭东, 张起森, 李宇峙, 等. 高速公路连续配筋混凝土路面施工技术研究[J]. 中外公路, 2003, 23 (1): 1-4.

    Zha Xu-dong, Zhang Qi-sen, Li Yu-shi, et al. Study of construction technology for continuously reinforced concrete pavement in expressway[J]. Journal of China and Foreign Highway, 2003, 23 (1): 1-4. (in Chinese)
    [4]
    JTG D40—2002, 公路水泥混凝土路面设计规范[S].
    [5]
    AASHTO. AASHTO Guide for Design of Pavement Structures[M]. Washington DC: AASHTO, 1993.
    [6]
    曹东伟, 胡长顺. 连续配筋混凝土路面温度应力分析[J]. 西安公路交通大学学报, 2001, 21 (2): 1-5.

    Cao Dong-wei, Hu Chang-shun. Analysis of thermal stress for continuously reinforced concrete pavement (CRCP)[J]. Journal of Xi'an Highway University, 2001, 21 (2): 1-5. (in Chinese)
    [7]
    田寅春, 胡长顺, 王秉纲. 连续配筋混凝土路面荷载应力分析[J]. 西安公路交通大学学报, 2000, 20 (3): 6-10.

    Tian Yin-chun, Hu Chang-shun, Wang Bing-gang. Analysis of load stress of continuously reinforced concrete pavement (CRCP)[J]. Journal of Xi'an Highway University, 2000, 20 (3): 6-10. (in Chinese)
    [8]
    陈云鹤, 邓学钧, 周早生. 连续配筋混凝土路面温度应力的弹性解[J]. 应用力学学报, 2000, 17 (4): 76-80.

    Chen Yun-he, Deng Xue-jun, Zhou Zao-sheng. Elastic solution for thermal stress in continuously reinforced concrete pavement (CRCP)[J]. Chinese Journal of Applied Mechanics, 2000, 17 (4): 76-80. (in Chinese)
    [9]
    肖秋明, 查旭东, 张起森. 连续配筋混凝土路面一维非线性力学分析[J]. 长沙交通学院学报, 2004, 20 (3): 20-26.

    Xiao Qiu-ming, Zha Xu-dong, Zhang Qi-sen. One-dimensional nonlinear analysis of continuously reinforced concrete pavements[J]. Journal of Changsha Communications University, 2004, 20 (3): 20-26. (in Chinese)
    [10]
    Kohler E, Roesler J. Crack spacing and crack width investigation from experimental CRCP sections[J]. International Journal of Pavement Engineering, 2006, 7 (4): 331-340.
    [11]
    Suh Y C, Mccullough B F. Factors affecting crack width of continuously reinforced concrete pavement[C]∥TRB. Transportation Research Record 1449. Washington DC: TRB, 1994: 134-140.
    [12]
    Gharaibeh N G, Darter MI, Heckel L B. Field performance of continuously reinforced concrete pavement in Illinois[C]∥TRB. Transportation Research Record 1684. Washington DC: TRB, 1999: 44-50.
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