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Predicting the Accuracy and Applicability of Micro-Seismic Monitoring of Rock Burst in TBM Tunneling Using the Data from Two Case Studies in China

Author

Listed:
  • Yalei Yang

    (School of Mechanical Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China)

  • Lijie Du

    (Collaborative Innovation Center for Performance and Safety of Large-Scale Infrastructure, Shijiazhuang Tiedao University, Shijiazhuang 050043, China)

  • Qingwei Li

    (School of Mechanical Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China)

  • Xiangbo Zhao

    (Xinjiang Irtysh River Investment and Development (Group) Co., Ltd., Urumqi 830002, China)

  • Weifeng Zhang

    (PowerChina Chengdu Survey and Design Research Institute Co., Ltd., Chengdu 610072, China)

  • Zhiyong Liu

    (PowerChina Chengdu Survey and Design Research Institute Co., Ltd., Chengdu 610072, China)

Abstract

Rock burst in TBM construction will have a great influence on the construction safety and construction speed. At the same time, there are few practical projects using micro-seismic monitoring, and the accuracy of prediction is not satisfactory. Therefore, this paper was based on a large number of micro-seismic monitoring reports and data from two hard rock TBM projects in China. The actual rock burst situation was continuously tracked and recorded on site for comparison and verification. The accuracy of rock burst monitoring was statistically analyzed from the aspects of rock burst grade and location. The applicability was analyzed from the perspective of rock burst construction safety, advance rate, and prevention measures. It was concluded that the accuracy of micro-seismic monitoring increased with the increase in the rock burst risk level. The precision location of Grade I and Grade II rock burst could be realized basically, while Grade III rock burst prediction was relatively low. It is suggested that micro-seismic monitoring should be adopted when there are Grade I and II rock burst risks. The research results will have important guiding significance for the TBM construction of deep-buried tunnels in the future.

Suggested Citation

  • Yalei Yang & Lijie Du & Qingwei Li & Xiangbo Zhao & Weifeng Zhang & Zhiyong Liu, 2023. "Predicting the Accuracy and Applicability of Micro-Seismic Monitoring of Rock Burst in TBM Tunneling Using the Data from Two Case Studies in China," Sustainability, MDPI, vol. 15(5), pages 1-16, February.
    • Handle: RePEc:gam:jsusta:v:15:y:2023:i:5:p:4232-:d:1081481
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    References listed on IDEAS

    as
    1. Abdul Muntaqim Naji & Hafeezur Rehman & Muhammad Zaka Emad & Saeed Ahmad & Jung-joo Kim & Hankyu Yoo, 2019. "Static and Dynamic Influence of the Shear Zone on Rockburst Occurrence in the Headrace Tunnel of the Neelum Jhelum Hydropower Project, Pakistan," Energies, MDPI, vol. 12(11), pages 1-17, June.
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    Cited by:

    1. Qinghe Zhang & Weiguo Li & Liang Yuan & Tianle Zheng & Zhiwei Liang & Xiaorui Wang, 2024. "A review of tunnel rockburst prediction methods based on static and dynamic indicators," 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. 120(12), pages 10465-10512, September.

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