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    A state-of-the-art review of road tunnel subjected to blast loads

    91489.pdf (7.066Mb)
    Access Status
    Open access
    Authors
    Cheng, R.
    Chen, Wensu
    Hao, Hong
    Li, Jingde
    Date
    2021
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Cheng, R. and Chen, W. and Hao, H. and Li, J. 2021. A state-of-the-art review of road tunnel subjected to blast loads. Tunnelling and Underground Space Technology. 112: ARTN 103911.
    Source Title
    Tunnelling and Underground Space Technology
    DOI
    10.1016/j.tust.2021.103911
    ISSN
    0886-7798
    Faculty
    Faculty of Science and Engineering
    School
    School of Civil and Mechanical Engineering
    Funding and Sponsorship
    http://purl.org/au-research/grants/arc/FL180100196
    URI
    http://hdl.handle.net/20.500.11937/91665
    Collection
    • Curtin Research Publications
    Abstract

    Road tunnels are critical components in road transportation networks. In their service life they may subject to explosion loads from terrorist bombing attacks, engineering blasting for construction and accidental explosions from transported flammable goods. These extreme loading conditions might not only lead to catastrophic damages to tunnel structures, severe casualties and economic losses, but also have immeasurable social impacts. Therefore, it is imperative for engineers, researchers and policy regulators to understand the performance of road tunnels under explosion loads towards a reliable blast-resistant design of tunnel structures. This paper presents a state-of-the-art review of dynamic response, damage assessment and damage mitigation of tunnels under blast loads. The common road tunnels, various explosion scenarios, and the corresponding blast wave characteristics are reviewed first. Then the dynamic response and damage characteristics of tunnel structures under blast loads including the analysis methods of tunnel response, types of tunnel response and key factors influencing tunnel response are reviewed and discussed. The assessment criteria of tunnel damage and the damage mitigation measures for tunnels against blast loads are also reviewed. Finally, concluding remarks and several key research areas for future work are presented.

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