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Numerical Estimation of Suitable Gob-Side Filling Wall Width in a Highly Gassy Longwall Mining Panel

机译:高温长壁采矿面板中合适的GOB侧填充壁宽度的数值估计

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Determining a suitable width of gob-side filling wall (GFW) is a major concern in the application of gob-side entry retaining (GER) technology in highly gassy coal mines. This paper presents a workflow for GFW width design based on a rigorous numerical modeling analysis. A meticulously validated numerical model was built to analyze the vertical stress, entry convergence, and plastic zone distribution across the GFW with various sizes. In order to ensure the reliability of the numerical model, a strain-softening model for GFW modeling and a double-yield model for gob modeling were implemented, and the relevant input parameters' calibration was clearly illustrated. The results demonstrated that when the GFW's width is 2.5 m, it possesses sufficient load-bearing capacity, and the entry convergence variation tends to stabilize. Consequently, the rational GFW width was estimated as 2.5m. The field monitoring results demonstrate that a gob-side entry, with a 2.5-m-wide GFW, meets the cross section requirement for gas drainage. The proposed design workflow and modeling procedure can potentially be applied to other GER design under similar geological conditions. (C) 2018 American Society of Civil Engineers.
机译:确定具有胶波侧填充壁(GFW)的合适宽度是在高温煤矿中施加GOB侧进入保留(GER)技术的主要问题。本文介绍了基于严格的数值模拟分析的GFW宽度设计的工作流程。建立了一项季节性验证的数值模型,以分析横跨GFW的垂直应力,进入收敛和塑料区分布,各种尺寸。为了确保数值模型的可靠性,实现了用于GFW建模的应变软化模型和用于GOB建模的双产量模型,并清楚地说明了相关的输入参数的校准。结果表明,当GFW的宽度为2.5米时,它具有足够的承载能力,并且入口收敛变化趋于稳定。因此,理性的GFW宽度估计为2.5M。现场监测结果表明,具有2.5米范围的GOB侧进入,GFW符合煤气排水的横截面要求。在类似的地质条件下,所提出的设计工作流程和建模程序可能适用于其他GER设计。 (c)2018年美国土木工程学会。

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