基于流固耦合理论的富水巷道稳定性数值模拟

    Surrounding Rock Stability Numerical Simulation in Water-rich Roadway Based on Fluid-solid Coupling Theory

    • 摘要: 为了研究流固耦合应力场对富水巷道稳定性的影响,运用FLAC3D数值模拟软件,建立了富水巷道计算模型,从围岩的位移、塑性区的大小分布情况2个方面分析了渗流对不同等级围岩稳定性的影响,并以变形破坏最严重的巷道为例进行了支护设计,验证了锚注联合支护技术对富水岩层巷道加固的有效性和合理性。

       

      Abstract: In order to study the impact of fluid-solid coupling stress field on the stability of water-rich stratum, we use FLAC3D numerical simulation to establish numerical calculation model, and analyze the influence of seepage on the stability of different levels surrounding rock from two aspects: the displacement of surrounding rock and distribution of plastic zone. Finally the support design is made based on the water-rich roadway with most serious deformation and failure. It proved that the anchor grouting support is rational and effective in the design of supporting in water-rich roadway.

       

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