巷道穿越烧变岩含水层围岩失稳特征与突水机理研究

    Study on instability characteristics and water inrush mechanism of surrounding rock of roadway crossing burnt rock aquifer

    • 摘要: 烧变岩含水层在我国新疆、陕北地区广泛分布,巷道掘进过程中烧变岩水存在借助导水通道以突水等形式涌入掘进工作面的风险,探究巷道掘进穿越烧变岩含水层突水机理对于灾害防范具有重要意义。以榆树岭煤矿为例,运用现场实测探究了烧变岩含水层富水结构特征,同时采用数值模拟的方法,研究了大断面巷道掘进扰动下烧变岩含水层失稳过程,分析了巷道突水因素及发生机理。研究结果表明:烧变岩含水层以破碎为富水中心,巷道烧变岩区域围岩承载性能弱变形破碎严重,以剪切破坏为主,顶板下沉在烧变岩破碎核带中心达到最大,巷道揭露富水区域以拱顶为中心形成一个漏斗状的渗水区域,应当在距离揭露烧变岩至少20 m位置处采取超前治理措施。开挖影响下破碎围岩的力学平衡和地下水的渗流平衡破坏,引起应力重新分布及地下水势能的瞬间释放从而引发巷道突水。以榆树岭煤矿+1710 m总回风石门穿越烧变岩含水层为工程实例,采用群孔超前帷幕注浆实现了对烧变岩含水层封堵水流补给的同时加固围岩,达到了安全开采与水资源保护协同的控制效果,研究成果对于新疆陕北浅埋烧变岩矿井巷道水害防治具有一定的理论价值和实践意义。

       

      Abstract: Burnt rock aquifers are widely distributed in Northern Shaanxi and Xinjiang, China. During roadway excavation, burnt rock water has the risk of inrushing into the heading face in the form of sudden inflow with the help of water diversion channels. It is of great significance for disaster prevention to explore the water inrush mechanism of roadway excavation through burnt rock aquifers. Taking Yushuling Coal Mine as an example, the field measurement is used to explore the water-rich structure characteristics of burnt rock aquifer. At the same time, the numerical simulation method is used to study the instability process of burnt rock aquifer under the disturbance of large section roadway excavation, and the factors and occurrence mechanism of roadway water inrush are analyzed. The results show that the burnt rock aquifer is broken as the water-rich center. The bearing capacity of the surrounding rock in the burnt rock area of the roadway is weak and the deformation is serious, mainly shear failure. The roof subsidence reaches the maximum in the center of the burnt rock fracture core zone. The water-rich area exposed by the roadway forms a funnel-shaped seepage area centered on the vault. Advanced treatment measures should be taken at a distance of at least 20 m from the exposed burnt rock. Under the influence of excavation, the mechanical balance of broken surrounding rock and the seepage balance of groundwater are destroyed, which causes the redistribution of stress and the instantaneous release of groundwater potential energy, thus causing roadway water inrush. Taking the +1 710 m main return air cross-cut of Yushuling Coal Mine crossing the burnt rock aquifer as an engineering example, the group hole advanced curtain grouting is used to realize the sealing of the burnt rock aquifer and the reinforcement of the surrounding rock at the same time, which achieves the synergistic control effect of safe mining and water resources protection. The research results have certain theoretical value and practical significance for the prevention and control of roadway water damage in shallow buried burnt rock mines in Northern Shaanxi and Xinjiang.

       

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