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    Risk Control Method and Practice in the Whole Construction Process of a Shield Tunneling Pipe Gallery in Complex Surrounding Underground Environment

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003::page 04022033
    Author:
    Liuqun Dong
    ,
    Jiming Cao
    ,
    Xian Liu
    DOI: 10.1061/AJRUA6.0001260
    Publisher: ASCE
    Abstract: This paper establishes a risk control method that ensures the construction safety of a comprehensive underground pipe gallery in a complex surrounding environment. Through risk identification, risk analysis, and the application of numerical simulation, the construction safety of an underground pipe gallery crossing in close range of an existing bridge was evaluated and monitored. Construction risk control measures are formulated based on the geological conditions, engineering experiences, numerical simulation, and risk assessment. By using an information monitoring system during the whole construction process, the construction parameters are adjusted and optimized. The implementation shows a good control effect. The numerical analysis indicates the key risk control indicators that are verified from the monitoring results at the construction site. Both the displacement of the ground and the structure all meet the control requirements. The good implementation effect suggests that the construction risk can be controlled and that the suggested risk control method is reasonable and applicable. This research and case study results provide design, construction, and risk management experience for subsequent similar projects.
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      Risk Control Method and Practice in the Whole Construction Process of a Shield Tunneling Pipe Gallery in Complex Surrounding Underground Environment

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4286830
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorLiuqun Dong
    contributor authorJiming Cao
    contributor authorXian Liu
    date accessioned2022-08-18T12:34:18Z
    date available2022-08-18T12:34:18Z
    date issued2022/06/27
    identifier otherAJRUA6.0001260.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286830
    description abstractThis paper establishes a risk control method that ensures the construction safety of a comprehensive underground pipe gallery in a complex surrounding environment. Through risk identification, risk analysis, and the application of numerical simulation, the construction safety of an underground pipe gallery crossing in close range of an existing bridge was evaluated and monitored. Construction risk control measures are formulated based on the geological conditions, engineering experiences, numerical simulation, and risk assessment. By using an information monitoring system during the whole construction process, the construction parameters are adjusted and optimized. The implementation shows a good control effect. The numerical analysis indicates the key risk control indicators that are verified from the monitoring results at the construction site. Both the displacement of the ground and the structure all meet the control requirements. The good implementation effect suggests that the construction risk can be controlled and that the suggested risk control method is reasonable and applicable. This research and case study results provide design, construction, and risk management experience for subsequent similar projects.
    publisherASCE
    titleRisk Control Method and Practice in the Whole Construction Process of a Shield Tunneling Pipe Gallery in Complex Surrounding Underground Environment
    typeJournal Article
    journal volume8
    journal issue3
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0001260
    journal fristpage04022033
    journal lastpage04022033-9
    page9
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003
    contenttypeFulltext
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