Chen Jian-xun, Luo Yan-bin. Calculation method of antifreezing layer thickness in cold region tunnel[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 76-79.
Citation: Chen Jian-xun, Luo Yan-bin. Calculation method of antifreezing layer thickness in cold region tunnel[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 76-79.

Calculation method of antifreezing layer thickness in cold region tunnel

More Information
  • Author Bio:

    Chen Jian-xun(1969-), male, associate professor, +86-29-82334822, chenjx1969@163.com

  • Received Date: 2006-11-20
  • Publish Date: 2007-04-25
  • In order to determine the optimum thickness of antifreezing layer of highway tunnel in cold region, the thickness was computed by separately using equivalent thickness conversion method, weather analytic method and finite element simulation method.Calculation result shows that aimed at former two kinds of methods, the antifreezing layer thickness is less than 1 cm when it lies between the primary support and the lining, and less than 2 cm when it lies on the lining surface, which are consistent with the practice; the relevant values are 3.2 cm and 4.4 cm respectively aimed at finite element simulation method, which are bigger than the thicknesses of antifreezing layer in reality; the result of finite element simulation calculation is excessively safe for the structure, the computation process of weather analytic method is complex, the computation process of equivalent thickness conversion method is easy and can be applied in engineering practice; the antifreezing layer is suitable to be laid between the primary support and the lining to save money.

     

  • loading
  • [1]
    Chen Jian-xun, Zan Yong-jie. Field test and analysis of anti-freezing thermal-protective layer effect of the highway tunnelin cold area[J]. China Journal of Highway and Transport, 2001, 14(4): 75-79. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200104017.htm
    [2]
    Chen Jian-xun. Technique of preventing frost damage in highway tunnel[J]. Journal of Chang'an University: Natural Science Edition, 2006, 26(4): 68-70. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200604015.htm
    [3] 陈建勋, 朱计华, 张建勋. 寒冷地区隧道防冻隔热层设计计算方法及应用[C]//中华人民共和国交通部公路司. 国际隧道研讨会暨公路建设技术交流大会论文集. 北京: 人民交通出版社, 2002.
    [4]
    Yan Qi-xiang, He Chuan, Zeng Dong-yang. Study of temperature field and heat preservation and instdation layer fortunnel in cold area[J]. Journal of Sichuan University: Engineering Science Edition, 2005, 37(3): 24-27. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SCLH200503006.htm
    [5] 关宝树. 隧道工程设计要点集[M]. 北京: 人民交通出版社, 2003.
    [6] 张朝晖. ANSYS 8.0热分析教程与实例解析[M]. 北京: 中国铁道出版社, 2005.
    [7]
    Chen Jian-xun, Li Jian-an. Secondary lining thickness optimization of road tunnel[J]. Journal of Traffic and Transportation Engineering, 2006, 6(3): 68-72. (in Chinese) doi: 10.3321/j.issn:1671-1637.2006.03.015
    [8]
    Mi Rong-san. Anti-freeze measure of the extra-long highway tunnel in high attitude and cold zones[J]. Journal of Shijiazhuang Institute of Railway Technology, 2006, 5(3): 68-72. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TLZB200603015.htm
    [9]
    Zhang Xue-fu, Su Xin-min, Lai Yuan-ming, et al. Non-linearanalysis for three-dimensional temperature fields in cold-region tunnels[J]. China Civil Engineering Journal, 2004, 37(2): 47-53. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200402008.htm
    [10]
    Wang Tie-hang, Hu Chang-shun, Wang Bing-gang, et al. Afinite element method for thermal field analysis of frozen soilsubgrade on the consideration of all field-factors[J]. China Journal of Highway and Transport, 2000, 13(4): 8-11. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200004001.htm

Catalog

    Article Metrics

    Article views (313) PDF downloads(372) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return