动载扰动下深部矿井护巷煤柱失稳破坏机理分析

Destabilizing damage mechanism of roadway-protecting coal pillar in deep mine under dynamic load disturbance

  • 摘要: 【目的】深部矿井的护巷煤柱存在多重挑战,导致护巷煤柱在动态载荷扰动影响下突发性失稳。【方法】以老母坡煤矿5号煤层综采工作面南侧大巷保护煤柱为研究对象,采用FLAC3D数值模拟技术,对动载扰动作用下深部护巷煤柱的破坏与失稳过程进行模拟与分析。【结果】研究结果表明,增加护巷煤柱的尺寸可提升其结构稳定性,降低煤柱因局部应力高度集中而产生的失稳及破坏;外部动态载荷强度的提升会导致护巷煤柱的应力状态恶化,进而导致整体性失稳及破坏;提出了针对深井环境下,受动载扰动影响的护巷煤柱失稳破坏的识别方法,并通过了工程实例验证。【结论】研究成果深化了对煤柱失稳诱发冲击地压内在机制的认识,拓展了煤柱稳定性控制的理论框架与实践策略。

     

    Abstract: There are multiple challenges for roadway-protecting coal pillar in deep mines, which lead to sudden destabilization of the coal pillar under the influence of dynamic load disturbance.Taking the protected coal pillar in the south side of No.5 coal synthesized mining face of Laomupo Coal Mine as the research object, FLAC3D numerical simulation technology was used to simulate and analyze the damage and destabilization process of the deep roadway coal pillar under the effect of dynamic load perturbation.The results show that: Increasing the size of the coal pillar can improve its structural stability and reduce the instability and damage of the pillar due to the high concentration of local stress; The increase in the intensity of the external dynamic load will lead to the deterioration of the stress state of the coal pillar, which can lead to the overall instability and damage; A method for identifying the instability and damage of the coal pillar under the influence of the dynamic load perturbation in the deep mine environment is proposed and verified by engineering examples.

     

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