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A Review of Vibration-Based Scour Diagnosis Methods for Bridge Foundation

Author

Listed:
  • Zhenhao Zhang

    (School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China)

  • Guowei Lin

    (Jinan Urban Construction Group Co., Ltd., Jinan 250031, China)

  • Xiaopeng Yang

    (School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China)

  • Shilin Cui

    (School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China)

  • Yan Li

    (School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China)

  • Xueqing Shi

    (School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China)

  • Zhongyu Han

    (School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China)

Abstract

Foundation scour poses a serious threat to bridge safety in the whole life cycle and leads to many bridge failure incidents. Recently, as an important subfield of bridge structural health monitoring, vibration-based scour diagnosis methods have garnered widespread attention, particularly due to their rapid and low-cost features, which overcomes the difficulties of complex equipment installation associated with the traditional approaches. Recent advances of this method within the last decade are reviewed in this paper. Firstly, the principle of scour diagnosis and vibration excitation methods are introduced. Then, existing qualitative and quantitative studies on scour diagnosis are reviewed, respectively. The former refers to identifying the scour location based on the bridge dynamic characteristics or dynamic response changes, and the latter refers to identifying scour depth based on model updating or machine learning methods. Based on the above review, some important but neglected issues are summarized and discussed in depth, and some challenges and future trends are proposed, including innovative excitation methods, mitigation of environmental conditions interference, soil–structure interaction prediction and application of machine learning techniques.

Suggested Citation

  • Zhenhao Zhang & Guowei Lin & Xiaopeng Yang & Shilin Cui & Yan Li & Xueqing Shi & Zhongyu Han, 2023. "A Review of Vibration-Based Scour Diagnosis Methods for Bridge Foundation," Sustainability, MDPI, vol. 15(10), pages 1-25, May.
  • Handle: RePEc:gam:jsusta:v:15:y:2023:i:10:p:8210-:d:1149879
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    References listed on IDEAS

    as
    1. Dieu Tien Bui & Ataollah Shirzadi & Ata Amini & Himan Shahabi & Nadhir Al-Ansari & Shahriar Hamidi & Sushant K. Singh & Binh Thai Pham & Baharin Bin Ahmad & Pezhman Taherei Ghazvinei, 2020. "A Hybrid Intelligence Approach to Enhance the Prediction Accuracy of Local Scour Depth at Complex Bridge Piers," Sustainability, MDPI, vol. 12(3), pages 1-24, February.
    2. Chen Wang & Xiong Yu & Fayun Liang, 2017. "A review of bridge scour: mechanism, estimation, monitoring and countermeasures," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 87(3), pages 1881-1906, July.
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