软岩交叉巷道开挖围岩稳定性数值模拟分析

    Numerical simulation analysis of wall rock stability at intersection of tunneling in soft rock

    • 摘要: 本研究以北洺河铁矿为工程背景,针对采准切割工作中出现的软岩交叉巷道,运用FLAC3D对联巷交叉口进行三维数值模拟分析,研究交叉口围岩的力学、位移和变形破坏演化规律,并将控制点的位移监测值与计算值进行对比分析。研究结果表明:数值模拟方法必须辅以现场监控量测,才能客观正确地反映出地下工程在施工过程中围岩应力、位移及塑性区分布等特征,并为施工设计提供有效的参考依据。

       

      Abstract: There are many intersections in preparatory workings of soft rock tunnel at Beiminghe Iron Mine,3D numerical simulation analysis of the intersection between link roadways based on software FLAC3D ,in which the mechanics of wall rock & displacement & deformational and destructive law are studied, and compared the results between simulation monitoring & practicality monitoring of control points. The results show that the numerical simulation methods must be supplemented by monitoring & measurement on-the-spot, so as to reflect the distribution and other features of rock stress &displacement& plastic zones objectively and correctly in the process of underground engineering, and providing effective reference for construction design.

       

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