WANG Hua-lao, LI Ning, WANG Hao. Risk assessment and control measures of collapse for tunnel construction[J]. Journal of Traffic and Transportation Engineering, 2010, 10(4): 34-38. doi: 10.19818/j.cnki.1671-1637.2010.04.006
Citation: WANG Hua-lao, LI Ning, WANG Hao. Risk assessment and control measures of collapse for tunnel construction[J]. Journal of Traffic and Transportation Engineering, 2010, 10(4): 34-38. doi: 10.19818/j.cnki.1671-1637.2010.04.006

Risk assessment and control measures of collapse for tunnel construction

doi: 10.19818/j.cnki.1671-1637.2010.04.006
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  • Author Bio:

    WANG Hua-lao(1961-), male, senior engineer, PhD, +86-10-82024238, hl.wang@rioh.cn

  • Received Date: 2010-03-04
  • Publish Date: 2010-08-25
  • In order to prevent tunnel collapse and optimize tunnel design before tunnel construction, the collapse risk of Wolonggang Tunnel was taken as research object, the safety of tunnel primary shoring was analyzed, the risk factors of tunnel collapse were cleared, risk sources were identified combined with tunnel geology conditions, and analytic hierarchy process was used to rank the importantces of risk resources.The probability grades and risk loss grades were confirmed through expert investigation, and the grades of collapse risk were given by using risk matrix technique.Analysis result indicates that tunnel collapse inducements include the prompt closing of primary shoring, the removing occasion of temporary timbering, the close following of secondary lining and blasting concussion.The collapse risk grade of Wolonggang Tunnel is grade Ⅲ and is higher.

     

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  • [1]
    YU Jun, LIU Song-yu, TONG Li-yuan. Mechanical characteristics and treat ment method of collapse of tunnel with half-hard and half-soft rocks along its transverse section[J]. Journal of Engineering Geology, 2009, 17(2): 263-267. (in Chinese) doi: 10.3969/j.issn.1004-9665.2009.02.019
    [2]
    WU Qiang, LI U Xin-rong, DU Xiao-ping, et al. Study on collapse mechanism in the Mayakou Tunnel[J]. Chinese Journal of Underground Space and Engineering, 2009, 5(6): 1241-1247. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200906037.htm
    [3]
    WANG Cheng-bing, ZHU He-hua. Tunnel collapse mechanism and numerical analysis of its influencing factors[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 450-456. (in Chinese) doi: 10.3321/j.issn:1000-4548.2008.03.025
    [4]
    YANG Xiao-hua, XIE Yong-li. Synthetical treatment technique for highway tunnel collapse[J]. Journal of Chang'an University: Natural Science Edition, 2004, 24(1): 61-64. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200401015.htm
    [5]
    CHEN Jie-jin, ZHOU Feng, YANG Jun-sheng, et al. Fuzzy analytic hierarchy process for risk evaluation of collapse during construction of mountain tunnel[J]. Rock and Soil Mechanics, 2009, 30(8): 2365-2370. (in Chinese) doi: 10.3969/j.issn.1000-7598.2009.08.030
    [6]
    ZHOU Jian-kun, WU Jian. Fault tree analysis of the collapse riskin rock highway tunnel[J]. Chinese Journal of Underground Space and Engineering, 2008, 4(6): 991-998. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE200806002.htm
    [7]
    Beijing Institute of Geological Engineering. The Wolongang Tunnel engineering geology survey report details[R]. Beijing: Beijing Institute of Geological Engineering, 2008. (in Chinese)
    [8]
    JTJ004—89, specifications of earthquake resistant designfor highway engineering[S]. (in Chinese)
    [9]
    JTG D70—2004, codefor design of roadtunnel[S]. (in Chinese)

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