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    Volume 49 Issue 2
    Feb.  2024
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    Article Navigation >  Earth Science  > 2024  >  49(2): 522-537
    Shi Zhenming, Xie Kelu, Yu Songbo, Du Changcheng, Zhao Fei, 2024. Research Advance and Thinking on Energy Dissipation and Seismic Bolts. Earth Science, 49(2): 522-537. doi: 10.3799/dqkx.2023.001
    Citation: Shi Zhenming, Xie Kelu, Yu Songbo, Du Changcheng, Zhao Fei, 2024. Research Advance and Thinking on Energy Dissipation and Seismic Bolts. Earth Science, 49(2): 522-537. doi: 10.3799/dqkx.2023.001
    shu

    Research Advance and Thinking on Energy Dissipation and Seismic Bolts

    doi: 10.3799/dqkx.2023.001
    • 1.

      College of Civil Engineering, Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

    • 2.

      Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, Tongji University, Shanghai 200092, China

    • Received Date: 2023-01-02
    • Publish Date: 2024-02-25
      Abstract
    • Energy dissipation bolt has better support and fault tolerance when applied to slope engineering, foundation pit engineering and roadway engineering, and has been widely used in ground and underground engineering. This paper systematically introduces the research and development status of traditional energy dissipation and seismic bolt. According to whether energy dissipation and seismic bolt can self-reset after the external load disappears, it is further divided into non-self-resetting bolts and self-resetting bolts, and the working mechanism, advantages and disadvantages of several typical anti-seismic bolts are analyzed. On this basis, the main problems of the existing energy dissipation and seismic bolts technology are further summarized, including lack of verification of the mechanical properties of energy dissipative anchors, significant differences in the mechanical response of anchors due to different load mechanics, and the inability of existing energy dissipative anchors to adapt to the dynamic deformation of geotechnical bodies. Finally, based on the characteristics of self-resetting seismic structure, a new multi-stage energy dissipation and seismic bolt with self-resetting structure is proposed.This bolt has the characteristics of multi-stage buffer energy dissipation and can realize the effect that the deformation of its energy dissipating parts can be recovered when the external load is reduced or disappeared, which can provide effective support force for slope, tunnel, mine tunnel and other support engineering in strong seismic areas, blasting areas and high ground stress areas continuously.

       

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