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关键层复合效应下动静载诱冲机制及影响因素

Mechanism and influencing factors of dynamic-static load induced rock burst under the composite effect of key strata

  • 摘要: 鄂尔多斯矿区直罗组内邻近砂岩层间的运动及破断会相互影响形成复合效应,导致工作面超前支承应力峰值大、范围广,大能量微震事件频发,不同关键层影响下的动力显现特征也不尽相同。基于某矿3−102工作面不同钻孔控制区域动力显现的差异性,采用理论分析及数据分析方法构建了厚砂岩关键层复合效应结构力学模型,提出了复合关键层形成的判定条件,揭示了复合关键层采场冲击地压发生机理,模拟研究了分层厚度比、中间层厚度对岩层复合效应的影响,优化了复合效应作用下释能降载方案。研究结果表明:近煤层关键层赋存状态的不同是引起动力显现差异性的根本原因,2层厚度超过30 m砂岩层赋存区域冲击危险程度高于单层厚度为50~70 m的区域;提出了复合关键层的形成条件:2个关键层同步运动且在岩层接触面及模型最大剪应力处均不产生剪切滑移;复合关键层作用下工作面超前支承应力峰值及影响范围增加,破断释放动载强烈,与现场数据吻合,佐证了关键层复合效应下的冲击是由静载及多次强动载叠加作用诱发;上下分层厚度越接近、中间层厚度越薄,岩层间的复合效应越明显;优化后的顶板深孔爆破及煤体大直径钻孔方案施工后,工作面大能量微震事件活动强度、煤岩体应力集中水平明显降低,有效弱化了关键层复合效应对冲击危险的影响程度。

     

    Abstract: In Ordos mining area, the movement and fracture of adjacent sandstone strata in Zhiluo Formation are prone to interacting with each other to form composite effects, resulting in high peak and wide range of advanced support stress on the working face, as well as frequent large energy micro-seismic events, and different dynamic characteristics under the influence of different composite key strata. Based on the discrepancies in dynamic behavior of different drilling control areas on the 3−102 working face, a structural mechanics model of thick sandstone key strata composite effects were constructed using theoretical analysis and data analysis methods, the mechanism of rock burst in the stope of composite thick and weak key strata was revealed. The influence of the overlying and underlying strata thickness ratio and the interlayer thickness on the composite effect of rock strata was simulated, and the energy release and load reduction scheme under the action of composite effect was optimized. The results show that the discrepancies in the occurrence state of key strata near the coal seam is the fundamental reason for the difference in dynamic behavior. The rock burst hazard in areas with two sandstone strata with a thickness of more than 30 m is higher than that in areas with a single layer of 50−70 m. The formation conditions of composite key strata are proposed: the two key strata move synchronously and have no shear slip at the strata interface and maximum shear stress in the model. Under the composite effect of key strata, the peak stress and range of advanced support increase, with the strong dynamic load released by rock fracture, which is basically consistent with the on-site data, confirming that the rock burst under the composite effect of key strata is induced by the superposition of static load and multiple strong dynamic loads. The closer the thickness of the overlying and underlying and the thinner the thickness of the interlayer, the stronger the composite effect between the rock strata. After the optimization of deep hole blasting in the roof and large-diameter drilling in the coal seam, the intensity of large energy micro-seismic events activity on the working face and the concentration of stress in the coal-rock mass are significantly reduced, effectively weakening the composite effect of key strata on the rock burst hazard.

     

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