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The theoretical and numerical analysis of water inrush through filling structures

Author

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  • Li, Shucai
  • Wang, Jing
  • Li, Liping
  • Shi, Shaoshuai
  • Zhou, Zongqing

Abstract

Water inrush through filling structures was divided into three typical types. The IB-SEM numerical method was established based on the coupling of Spectral/hp element method and Rigid immersed boundary method. And the governing equations of particles motion and contact in fluid were constructed. Then the direct water inrush was investigated by the IB-SEM system. The slices method was modified and applied into the slip water inrush research. The calculating equation of minimum safe thickness was deduced by the force balance condition. Finally, the whole process piping of water inrush was simulated.

Suggested Citation

  • Li, Shucai & Wang, Jing & Li, Liping & Shi, Shaoshuai & Zhou, Zongqing, 2019. "The theoretical and numerical analysis of water inrush through filling structures," Mathematics and Computers in Simulation (MATCOM), Elsevier, vol. 162(C), pages 115-134.
    • Handle: RePEc:eee:matcom:v:162:y:2019:i:c:p:115-134
    DOI: 10.1016/j.matcom.2018.12.014
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    References listed on IDEAS

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    1. Inamuro, T. & Ii, T., 2006. "Lattice Boltzmann simulation of the dispersion of aggregated particles under shear flows," Mathematics and Computers in Simulation (MATCOM), Elsevier, vol. 72(2), pages 141-146.
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    Cited by:

    1. Haitao Yu & Shuyun Zhu & Huadong Xie & Junhua Hou, 2020. "Numerical simulation of water inrush in fault zone considering seepage paths," 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. 104(2), pages 1763-1779, November.
    2. Jun Liu & Zhipeng Li & Xiao Zhang & Xianjie Weng, 2021. "Analysis of Water and Mud Inrush in Tunnel Fault Fracture Zone—A Case Study of Yonglian Tunnel," Sustainability, MDPI, vol. 13(17), pages 1-17, August.

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