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Influence of dynamic pressure on deep underground soft rock roadway support and its application

机译:动压对深部地下软岩巷道支护的影响及应用

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摘要

Due to high ground stress and mining disturbance, the deformation and failure of deep soft rock roadway is serious, and invalidation of the anchor net-anchor cable supporting structure occurs. The failure characteristics of roadways revealed with the help of the ground pressure monitoring. Theoretical analysis was adopted to analyze the influence of mining disturbance on stress distribution in surrounding rock,and the change of stress was also calculated. Considering the change of stress in surrounding rock of bottom extraction roadway, the displacement, plastic zone and distribution law of principal stress difference under different support schemes were studied by means of FLAC3D. The supporting scheme of U-shaped steel was proposed for bottom extraction roadway that underwent mining disturbance. We carried out a similarity model test to verify the effect of support in dynamic pressure. Monitoring results demonstrated the change rules of deformation and stress of surrounding rock in different supporting schemes. The supporting scheme of U-shaped steel had an effective control on deformation of surrounding rock. The scheme was successfully applied in underground engineering practice, and achieved good technical and economic benefits.
机译:由于高地应力和采矿干扰,深部软岩巷道变形破坏严重,锚网锚索支护结构失效。借助地面压力监测可以显示巷道的故障特征。通过理论分析,分析了开采扰动对围岩应力分布的影响,并计算了应力变化。考虑到抽采巷道围岩应力变化,采用FLAC3D技术研究了不同支护方案下的位移,塑性区及主应力差分布规律。提出了受开采扰动影响的抽采巷道U型钢支护方案。我们进行了相似性模型测试,以验证支撑在动态压力下的作用。监测结果表明了不同支护方案下围岩变形和应力的变化规律。 U型钢的支护方案有效控制了围岩的变形。该方案已成功应用于地下工程实践,取得了良好的技术和经济效益。

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