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Stress evolution and deformation control technology for deep mining influenced roadway

机译:深挖影响巷道应力进化与变形控制技术

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In order to effectively control deep roadway under mining influence, based on the typical engineering geological conditions of Dingji coalmine in Huainan mining area, we researched on the laws of stress evolution and failure mechanism of roadway influenced by working face advancing by using numerical simulation and applying field test. The results showed that the surrounding rock stress of roadway ribs increased gradually with face advancing, vertical stress peak transfer to in-depth of roadway surrounding rock, the trend of roadway surface displacement variation consistent with corresponding stress variation. An appropriate coal pillar size (105 m) was proposed. We put forward the basic ideas for surrounding rock controlling and surrounding rock reinforce technology, namely U-steel support back grouting and bolt-cable cooperative supporting. By roadway deformation, roof layer separation and borehole detecting, we found out that displacement of roadway ribs was less than 250 mm, subsidence of roof was less than 110 mm, and the roadway deformation has been effectively controlled.
机译:为了在淮南矿区丁基煤矿典型工程地质条件下有效控制矿业影响下的深沟,我们研究了数控模拟及施加的工作面前巷道应力演化与失效机制规律实地测试。结果表明,巷道肋骨周围岩石应力逐渐增加,纵向推进,垂直应力峰值转移到深入的道路围岩,道路表面位移变化的趋势与相应的应力变化一致。提出了适当的煤柱大小(105米)。我们提出了周围岩石控制和周围岩石增强技术的基本思路,即U-Steel支持灌浆和螺栓电缆协作支撑。通过巷道变形,屋顶层分离和钻孔检测,我们发现巷道肋的位移小于250毫米,屋顶沉降小于110毫米,并有效地控制了巷道变形。

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