前伏承压溶洞对巷道围岩稳定性影响分析

    Influence Analysis of Anterior Concealed Confined Karst Cave on Stability of Roadway Surrounding Rock

    • 摘要: 为研究前伏承压溶洞对巷道开挖围岩稳定性的影响,基于1条前伏溶洞巷道工程实例,采用FLAC3D软件研究分析了巷道围岩应力、变形、塑性区以及涌水量在不同溶洞充填物与水压条件下的变化特征。结果表明:溶洞内部的软弱充填物将导致巷道近接溶洞时,掘进面与溶洞之间的围岩产生明显应力集中现象,使得巷道掘进面位移呈突变式增长;当巷道前方存在充填溶洞时,巷道掘进面前方岩体的剪切滑移破裂现象会受到溶洞阻隔作用而变得不明显;巷道掘进面涌水量与溶洞水压则近似呈指数递增关系。

       

      Abstract: To research the influence of anterior concealed confined karst cave on stability of roadway surrounding rock, based on a roadway project with anterior concealed karst cave, variation characteristics for stress, deformation, plastic zone and water inflow of roadway surrounding rock under different cave conditions of fillings and water pressure were analyzed by using FLAC3D. The results show that: when roadway face is near karst cave, soft filling inside the cave will cause obvious stress concentration in surrounding rock between heading face and karst cave, which makes the displacement of heading face assume a mutation growth; the phenomena for shear slip fracture of rock before roadway heading face will become not obvious by the barrier effect of karst cave when there is a filling-type karst cave before the roadway; the water inflow of roadway heading face has exponential increase relationship with cave water pressure.

       

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