基于颗粒流数值模拟的层状节理对隧道围岩变形影响分析

    Influence of Layered Joints on Deformation of Tunnel Surrounding Rock Based on Particle Flow Numerical Simulation

    • 摘要: 为了研究层状节理对隧道围岩变形规律的影响,采用颗粒流软件PFC2D,建立了含层状节理的隧道模型,分析了层状节理倾角、间距、分布位置对隧道围岩变形的影响。结果表明:层状节理倾角为45°时,隧道围岩变形量最小,节理间距小于1.2 m及节理分布在拱顶时,对隧道围岩变形的影响更加显著。验证了颗粒流软件PFC2D在节理隧道研究中的可行性,得出了层状节理特征的影响规律。

       

      Abstract: To study the influence of layered joints on the deformation law of tunnel surrounding rock, a tunnel model with layered joints is established by using particle flow software PFC2D, and the influence of inclination angle, spacing and distribution position of layered joints on the deformation of tunnel surrounding rock is analyzed. The results show that when the inclination angle of layered joints is 45°, the deformation of surrounding rock is the smallest, the spacing of joints is less than 1.2 m and the joints are distributed on the vault, the influence on the deformation of surrounding rock is more significant. The feasibility of particle flow software PFC2D in the study of tunnel joints is verified, and the influence rule of the joint characteristics is obtained.

       

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