渗水泥化巷道失稳机理与安全控制对策

    Instability Mechanism of Seepage Argillaceous Roadway and Safety Control Measures

    • 摘要: 通过现场调研、实验室试验、数值计算与工业性试验相结合的研究方法,总结了渗水泥化巷道失稳过程及引起其变化的关键因素,分析了天然泥岩矿物组分及其泥化微观过程,模拟了泥化围岩对巷道的破坏结果。结果表明:泥岩各方面性能主要取决于以蒙脱石为主的黏土矿物,并随着黏土矿物尤其蒙脱石水化过程,泥岩微观结构逐步遭到破坏,导致泥岩黏聚力降低,从而出现泥化流变现象,在宏观上引起泥质围岩巷道失稳垮落。最后提出了疏水泄压、强化围岩及构建高强度支护体系的三项安全控制对策,有效解决了泥化巷道失稳问题。

       

      Abstract: Through the research methods of site research, laboratory experiment, numerical calculation and industrial tests, we summary instability process of seepage argillaceous roadway and the key factors caused its changes, analyze the mineral component of natural mudstone and micro process of mudding, simulate mudding of surrounding rock on damage results of roadway, and find that all aspects of performance of mudstone mainly depends on clay minerals given priority to montmorillonite, and with hydration process of clay minerals especially montmorillonite, the micro structure of mudstone gradually damaged, and led to reduction of mudstone cohesion, thus appeared mud rheological phenomenon to lead to instability and failure of argillaceous roadway on the macro. Finally, we propose dewatering and pressure relief, strengthening surrounding rock and constructing high strength supporting system three safety control measures, which effectively solves the muddy roadways instability problems.

       

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