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首页> 外文期刊>Geomatics,Natural Hazards & Risk >Deformation and failure laws of roadway surrounding rock and support optimization during shallow-buried multi-seam mining
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Deformation and failure laws of roadway surrounding rock and support optimization during shallow-buried multi-seam mining

机译:浅埋多煤层挖掘岩体围岩围岩的变形及失效规律

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Gobs and coal pillars left in the upper coal seam exploitation bring a series of changes to the surrounding rock structures and stress environment of the roadway in the lower coal seams, which leads to difficulties in roadway maintenance. Firstly, the deformation and failure laws of roadway surrounding rock during shallow-buried multi-seam mining are studied using UDEC simulation. The results show that the vertical-stress concentration of the roadway under the coal pillar is stronger than that under the gobs and solid coal. The roadway displacement mainly undergoes three stages, i.e. severe deformation, slow deformation and deformation stabilization. Each of the three stages has the critical deformation value. The roadway displacement under the coal pillar also is larger than that under the gobs and solid coal. Then, allowing for its location, the roadway can be divided into three subareas, including below solid coal, below gobs and below coal pillars. The roadway below gobs consist of two kinds of subareas, i.e. the interlayer spacing is 3.2–4?m and the other is larger than 4?m. The support schemes corresponding to the four subareas are put forward. Finally, these proposed support schemes are used in the subareas of No. 20314 auxiliary haulage roadway. The field monitoring results show that the roadway displacement is small and bolt (cable) forces are stable, and the support effect is excellent. This study can provide a reference for roadway support in shallow-buried coal seams under similar geological conditions.
机译:煤层和煤柱留在上部煤层剥削,为下煤层的巷道周围岩石结构和应力环境带来了一系列变化,这导致道路维护困难。首先,使用UDEC仿真研究了浅埋多煤层挖掘过程中岩路围岩的变形和失效规律。结果表明,煤柱下方道路的垂直应力浓度比胶质煤和固体煤下方强。道路位移主要经历三个阶段,即严重变形,慢变形和变形稳定。三个阶段中的每一个都具有临界变形值。煤柱下的巷道位移也比GOB和固体煤下方大。然后,允许其位置,道路可分为三个子区域,包括低于固体煤,低于GOB和煤柱。下面的道路包括两种蛛网,即层间间距为3.2-4μm,另一个大于4?m。提出了与四个子区域相对应的支持方案。最后,这些所提出的支持方案用于20314号辅助运输巷道的子地点。现场监测结果表明,巷道位移小,螺栓(电缆)力稳定,支撑效果优异。本研究可以在类似地质条件下为浅埋煤层中的道路支撑提供参考。

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