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Is Mining Coal at a 900M Below Surface at the Xuandong Coal Mine in China Challenging or Just Interesting Rock Mechanics?

机译:中国宣东煤矿地下900M处的采煤是否具有挑战性或仅是有趣的岩石力学?

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Xuandong Coal Mine is mining coal in one of the most challenging underground environments in the world. This work has found that it is not only challenging but it also has the composition for some interesting rock mechanics and ground control conditions. The paper highlights the extreme mining and rock mass behavior conditions encountered when mining coal at 900 m below surface. It was found that the ground control environment associated with geological weakness, low coal material strength and stiffness, was reasonably well controlled; however, the chain pillar geometry and design did not take these geological weaknesses into consideration. Some of the chain pillars employed were quite large, which resulted in floor punching and secondary floor heave, which causes extreme difficulty for production. No barrier pillar has been employed except for the center 164-m-wide main headings pillar with a w/h ratio in excess of 40. After assessing the location and geometry of a 200-m-thick dolerite sill overlaying the coal measures, we found the probability of it breaking up into to smaller fragments and producing a larger goaf to be low. Therefore, the influence of the dolerite sill on chain pillar loading is considered small compared to the low coal, immediate floor and roof rockmass strength. It is further recognized that horizontal stresses could be locked up within the dolerite sill, which would likely result in regional bending that would be distributed through the chain pillars. This has, to some extent, already occurred, and the effects have been seen and felt through excessive floor heave, pillar punching, and coal bumps (seismicity). We've also found that there was a need to employ basic rock mechanics principals in assessing the stability of future multiple seam mining layouts.
机译:宣东煤矿在世界上最具挑战性的地下环境之一中开采煤炭。这项工作发现,它不仅具有挑战性,而且还具有一些有趣的岩石力学和地面控制条件的组成。本文重点介绍了在地下900 m处开采煤炭时遇到的极端采矿和岩体行为条件。结果发现,与地质薄弱,煤料强度和刚度低有关的地面控制环境得到了很好的控制。但是,链柱的几何形状和设计并未考虑这些地质缺陷。使用的某些链柱非常大,导致地板打孔和二次地板起伏,这给生产带来极大的困难。除中心宽164 m的主航向柱(w / h比率超过40)之外,没有使用任何阻挡柱。在评估覆盖煤层的200 m厚的白云石窗台的位置和几何形状后,我们发现它分解成较小的碎片并产生较大的采空区的可能性很低。因此,与低煤,即时地面和顶板岩体强度相比,白云石窗台对链柱荷载的影响被认为是很小的。进一步认识到,水平应力可能被锁定在白云石窗台内,这很可能导致区域弯曲,该弯曲将通过链柱分布。在某种程度上已经发生了这种情况,并且已经通过过度的地面起伏,立柱冲撞和煤块撞击(地震)看到并感受到了这种影响。我们还发现,有必要采用基本的岩石力学原理来评估未来多煤层开采布局的稳定性。

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