基于复变理论的巷道广义平面应变模型及工程实践

Generalized plane strain model of roadway based on complex variable theory and its engineering practice

  • 摘要: 巷道稳定性分析本质是三维空间问题,基于广义平面应变问题将三维应力场下巷道的受力状态分解为平面应变状态、面外剪切状态和单轴压缩状态。以矩形巷道为例,运用复变函数方法求解了各应力状态下巷道周边的应力复变解,并通过叠加原理建立了巷道周边任意点应力分量的完整解析表达式。系统比较了复变解析法与等效圆法在巷道周边应力分布和形态特征方面的差异,并推导了矩形巷道围岩塑性区边界隐式方程。结果表明:等效圆法由于断面简化忽略了矩形巷道局部应力集中效应,其计算结果与复变解析法存在显著差异,特别是矩形角部应力集中对围岩塑性区形态具有决定性影响。数值模拟验证了所提解析解的正确性,将理论方法应用于现场实例分析,发现考虑轴向应力分量的复变解析解与现场破坏形态吻合良好。基于塑性区分布特征提出的新型支护方案经工程实践验证,效果显著。研究不仅为深入理解巷道围岩塑性破坏机制提供了理论依据,也为数值模型验证、巷道支护优化设计和冒顶灾害防控提供了技术指导。

     

    Abstract: The stability analysis of roadway is essentially a three-dimensional space problem. Based on the generalized plane strain problem, the stress state of roadway under three-dimensional stress field is decomposed into plane strain state, out-of-plane shear state and uniaxial compression state. Taking the rectangular roadway as an example, the complex variable solution of the stress around the roadway under each stress state is solved by the complex variable function method, and the complete analytical expression of the stress component at any point around the roadway is established by the superposition principle. The differences between the complex variable analytical method and the equivalent circle method in the stress distribution and morphological characteristics around the roadway are systematically compared, and the implicit equation of the plastic zone boundary of the surrounding rock of the rectangular roadway is derived. The results show that the equivalent circle method ignores the local stress concentration effect of the rectangular roadway due to the simplification of the section, and the calculation results are significantly different from those of the complex variable analytical method. In particular, the stress concentration at the corner of the rectangle has a decisive influence on the shape of the plastic zone of the surrounding rock. The correctness of the proposed analytical solution is verified by numerical simulation. The theoretical method is applied to the field example analysis, and it is found that the complex analytical solution considering the axial stress component is in good agreement with the field failure mode. The new support scheme based on the distribution characteristics of plastic zone is proved to be effective in engineering practice. This study not only provides a theoretical basis for further understanding the plastic failure mechanism of roadway surrounding rock, but also provides technical guidance for numerical model verification, roadway support optimization design and roof fall disaster prevention and control.

     

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