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Numerical modelling of Iongwall mining and stability analysis of the gates in a coal mine

机译:煤矿围岩开采数值模拟与闸门稳定性分析。

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摘要

This paper presents a novel numerical approach to simulate the longwall mining in detail, aiming to investigate the stability of gates and the loading process to rock bolts. The study site is the Svea Nord coalmine in Svalbard. In the proposed approach, progressive cave-in and fracturing of the roof strata, consolidation of the cave-in materials and stress changes are simulated in detail. The results of the simulations are used to analyse the loading process of the rock bolts in the gates. The numerical model is calibrated with the measurement data. The simulations reveal that the stability of the gates and the loading to the rock bolts are closely related to the width of the chain pillars. With slender pillars, shear displacements along weak interlayers and bedding planes results in heavy loading to the rock bolts. Therefore, the locations of weakness zones should be taken into account for rock bolt design. The proposed numerical approach can be used to find an optimal combination of the dimension of the chain pillars and the rock reinforcement in the gates.
机译:本文研究了一种新的数值方法,详细地模拟了长壁开采,旨在研究闸门的稳定性以及锚杆的加载过程。研究地点是斯瓦尔巴特群岛的Svea Nord煤矿。在提出的方法中,详细模拟了屋顶地层的渐进式塌陷和破裂,塌陷材料的固结以及应力变化。仿真结果用于分析闸门中岩栓的加载过程。数值模型使用测量数据进行校准。仿真表明,闸门的稳定性和锚杆的荷载与链柱的宽度密切相关。对于细长的支柱,沿薄弱的夹层和顺层平面的剪切位移会导致对锚杆的沉重载荷。因此,在设计锚杆时应考虑薄弱区域的位置。所提出的数值方法可用于找到链式支柱的尺寸和门中岩石加固的最佳组合。

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