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Asymmetric damage mechanism of floor roadway based on zonal damage characteristics of longwall panel floor: a case study

Author

Listed:
  • Yihong Liu

    (China University of Mining & Technology-Beijing
    Shijiazhuang Tiedao University)

  • Hongbao Zhao

    (China University of Mining & Technology-Beijing
    Shijiazhuang Tiedao University)

  • Shaoqiang Liu

    (China University of Mining & Technology-Beijing
    Shijiazhuang Tiedao University)

  • Wenhao Sun

    (China University of Mining & Technology-Beijing
    Shijiazhuang Tiedao University)

Abstract

By means of field observation, theoretical analysis, numerical simulation, etc., the zonal failure characteristics of longwall panel floor and the asymmetric failure mechanism of floor roadway were studied. The study results showed that the floor roadway rib near the residual coal pillar has lower ultrasonic wave velocity than the other rib, with more developed fissures. The ultrasonic wave velocity in the middle of the roadway roof is lower than that on both sides. Under the abutment pressure, there was no large-scale failure in longwall panel floor, while in the compaction stability stage, a large range of compressive shear failure was found in the residual pillar floor. The goaf floor is dominated by tensile failure under the action of unloading. The numerical simulation results revealed that there is a spherical stress concentrated shell and spherical stress relief body in the goaf floor. The shape and range of tensile plastic zone of the goaf floor correspond to the spherical stress relief body, and the shape and range of shear failure zone of the floor correspond to the spherical stress concentrated shell; the main reason for the asymmetric failure of the floor roadway is the different failure modes of the rock mass on both sides of the roadway. According to the failure mechanism of floor roadway, the asymmetric support measure is proposed.

Suggested Citation

  • Yihong Liu & Hongbao Zhao & Shaoqiang Liu & Wenhao Sun, 2022. "Asymmetric damage mechanism of floor roadway based on zonal damage characteristics of longwall panel floor: a case study," 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. 114(1), pages 1015-1041, October.
    • Handle: RePEc:spr:nathaz:v:114:y:2022:i:1:d:10.1007_s11069-022-05421-9
    DOI: 10.1007/s11069-022-05421-9
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    References listed on IDEAS

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    1. Xufeng Wang & Dongdong Qin & Dongsheng Zhang & Weiming Guan & Mengtang Xu & Xuanlin Wang & Chengguo Zhang, 2019. "Evolution Characteristics of Overburden Strata Structure for Ultra-Thick Coal Seam Multi-Layer Mining in Xinjiang East Junggar Basin," Energies, MDPI, vol. 12(2), pages 1-14, January.
    2. Chunyuan Li & Jianping Zuo & Yue Shi & Chunchen Wei & Yuqing Duan & Yong Zhang & Hong Yu, 2021. "Deformation and fracture at floor area and the correlation with main roof breakage in deep longwall mining," 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. 107(2), pages 1731-1755, June.
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    Cited by:

    1. Xiangguo Kong & Tianshuo Zhao & Yuchu Cai & Di He, 2024. "Numerical Multifield Coupling Model of Stress Evolution and Gas Migration: Application of Disaster Prediction and Mining Sustainability Development," Sustainability, MDPI, vol. 16(9), pages 1-21, April.

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