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    Blockchain for Collapse Risk Assessment of Undersea Rock Tunnel

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004::page 04025071-1
    Author:
    Liu, Sihan
    ,
    Huang, Hongwei
    ,
    Qu, Liqing
    ,
    Sun, Mengyang
    DOI: 10.1061/AJRUA6.RUENG-1582
    Publisher: American Society of Civil Engineers
    Abstract: AbstractRisk assessment of undersea tunnel collapse is very important for tunnel construction safety. Because the existing methods cannot guarantee the accuracy and authenticity of relevant on-site data, they limit the effectiveness of dynamic risk ...
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      Blockchain for Collapse Risk Assessment of Undersea Rock Tunnel

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312381
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorLiu, Sihan
    contributor authorHuang, Hongwei
    contributor authorQu, Liqing
    contributor authorSun, Mengyang
    date accessioned2026-08-20T11:33:53Z
    date available2026-08-20T11:33:53Z
    date copyright2025/08/19
    date issued2025
    identifier otherAJRUA6.RUENG-1582.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312381
    description abstractAbstractRisk assessment of undersea tunnel collapse is very important for tunnel construction safety. Because the existing methods cannot guarantee the accuracy and authenticity of relevant on-site data, they limit the effectiveness of dynamic risk ...
    publisherAmerican Society of Civil Engineers
    titleBlockchain for Collapse Risk Assessment of Undersea Rock Tunnel
    typeJournal Article
    journal volume11
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1582
    journal fristpage04025071-1
    journal lastpage04025071-14
    page14
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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