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Research on Three-Dimension Nonlinear Stability Analysis of the Mine Surrounding Rock

机译:周围岩石三维非线性稳定性分析研究

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This article uses nonlinear finite element (FEM) to analyses the mining tunnel surrounding rock mass through 3D model. The study shows that the displacement and the stress of the surrounding rock of the main tunnel and branch tunnel increase with the embedding depth of the tunnel. The research also revealed the plastic zone, stress concentration areas and delamination transition of the stress.
机译:本文使用非线性有限元(FEM)来分析通过3D模型的岩体围绕岩石质量的挖掘隧道。该研究表明,主隧道周围岩石的位移和应力随着隧道的嵌入深度而增加。该研究还揭示了塑料区,应力集中区域和应力的分层转变。

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