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Calculation of periodic roof weighting interval in longwall mining using finite element method

机译:长壁开采周期顶板赋权区间的有限元计算。

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The state of periodic loading and the interval of periodic roof weighting have an important role in geomechanical stability and, hence, in the continuity of longwall mining operations. In this paper, the mechanism of roof caving in longwall mining—together with the effect of engineering and geomechanical properties of surrounding rock masses on the magnitude and timing of periodic loading— is studied. For this purpose, a longwall mine is first modeled using Phase2 software, and then, by simulating the roof caving process, the periodic roof weighting intervals is calculated. Based on the numerical modeling, the first roof weighting interval and the periodic roof weighting interval are calculated as 27.2 and 12.1 m, respectively. Sensitivity analysis is then applied to determine the effect of changes in the mechanical properties of the rock mass, especially in the main roof and immediate roof. The results of the analysis show that as GSI and quality of the immediate roof increases, the periodic roof weighting interval also increases. Hence, the applied algorithm in this research study can effectively be utilized to calculate the periodic roof weighting interval in the longwall mining method.
机译:周期性载荷的状态和周期性顶棚加重的间隔在岩土力学稳定性以及长壁开采作业的连续性中具有重要作用。本文研究了长壁开采的顶板冒顶机理,以及围岩的工程和地质力学特性对周期性荷载的大小和时间的影响。为此,首先使用Phase2软件对长壁矿山进行建模,然后通过模拟顶板开采过程,计算出周期性的顶板加权间隔。基于数值模型,第一屋顶权重间隔和周期性屋顶权重间隔分别计算为27.2和12.1 m。然后应用敏感性分析来确定岩体的机械性能变化的影响,尤其是在主顶板和直接顶板中。分析结果表明,随着GSI和直接屋顶质量的增加,周期性屋顶权重间隔也会增加。因此,本研究中应用的算法可以有效地用于计算长壁开采方法中的周期性顶板加权间隔。

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