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Effect of Strata Conditions on Shield Pressure and Surface Subsidence at a Longwall Top Coal Caving Working Face

机译:地层条件对长墙顶煤塌方工作面屏蔽压力和表面沉降的影响

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This paper presents a comprehensive analysis of roof strata conditions, shield pressure, and ground surface subsidence above Panel 42105 of the Buertai Coal Mine in Inner Mongolia, China. A 3D geological model and a 2D numerical simulation model are established to examine the roof strata structures with varying strata conditions. Numerical simulation results demonstrate that the hard rock 1 and 2 roof layers are, on average, likely to break 20m and 57m behind the coal face, respectively. It is concluded that when the immediate roof is relatively thin, a cantilever beam is formed, whereas a Voussoir beam is formed when the immediate roof is relatively thick. The patterns of shield pressure and surface subsidence under different roof conditions are also examined. The shield working pressure under the Voussoir beam structure appears to be lower than that under the cantilever beam structure. The average horizontal distance behind the working coal face at which the maximum surface subsidence occurs is 92.1m. On-site monitoring data are used to explain the causes of the unusual shield pressure and its relation to surface subsidence. Finally, guidelines to predict the shield pressure under similar conditions are provided.
机译:本文提出了屋顶地层条件,屏蔽压力和地面沉降的综合分析,在中国内蒙古布尔泰煤矿面板42105面上。建立了3D地质模型和2D数值模拟模型,以检查具有不同地层条件的屋顶地层结构。数值模拟结果表明,硬岩1和2个顶层平均分别在煤面上分别破坏20m和57米。结论是,当立即屋顶相对较薄时,形成悬臂梁,而当立即屋顶相对较厚时,陀螺束形成。还检查了不同屋顶条件下的屏蔽压力和表面沉降的图案。 Voussoir梁结构下的屏蔽工作压力似乎低于悬臂梁结构下的工作压力。最大表面沉降发生的工作煤面后面的平均水平距离为92.1米。现场监控数据用于解释不寻常的屏蔽压力的原因及其与表面沉降的关系。最后,提供了预测相似条件下屏蔽压力的指导方针。

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