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Determination of the key parameters of high‐position hard roofs for vertical‐well stratified fracturing to release strong ground pressure behavior in extra‐thick coal seam mining

机译:垂直井分层压裂的高位硬顶关键参数的测定,释放超煤层挖掘中强大地压行为

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Traditional methods of controlling hard roofs have a limited scope of action and cannot effectively release the strong ground pressure behavior (SGPB) induced by high‐position hard roofs (HHRs) in extra‐thick coal seam mining (ETCSM). Thus, an innovative control technology of fracturing HHRs by vertical‐well stratified fracturing (VWSF) has been proposed. However, the key parameters of VWSF, namely fracturing horizon and fracturing thickness of HHRs, which have a significant influence on stope stability, remain uncertain. In this study, a mechanical model of the “coal wall–hydraulic support–gangue” support system is established by considering the effective loading acting on HHRs, through which modified expressions for the periodic breaking span and impact kinetic energy of the stope are deduced. Based on the self‐bearing of bulking rocks, the stability principle of the surrounding rock, and energy dissipation theories, the criteria for determining the fracturing horizon and thickness of the HHR are obtained. Next, a numerical model of ETCSM, which accounts for the supporting effect of gangue, is constructed in FLAC3D. The support load and energy released by stratum breakage are determined through modeling under various hard roof parameters, thus verifying the correctness of the determination criteria. The results show that the energy released by a hard roof, average support load, and critical support load are positively correlated with thickness, and first increase before declining with respect to an increase in the fracturing horizon. The key parameters for a real coal mine are obtained by theoretical calculations and numerical simulations. A field application demonstrates that the support load and advance roadway deformation can be decreased using the proposed parameterization. This provides theoretical support for determining the key parameters of HHRs for VWSF and facilitates the widespread application of VWSF technology in HHR control.
机译:控制硬屋顶的传统方法具有有限的作用范围,无法有效地释放由厚厚的煤层挖掘(ETPSM)中的高位置硬顶(HHRS)引起的强烈地压力行为(SGPB)。因此,已经提出了通过垂直阱分层压裂(VWSF)压裂HHRS的创新控制技术。然而,VWSF的关键参数,即HHRS对HHR的裂缝地平线和裂缝厚度,对术语稳定具有显着影响,仍然不确定。在本研究中,通过考虑在HHRS上作用的有效装载来建立“煤壁 - 液压支撑 - 膨胀 - 膨胀”支持系统的机械模型,推导出用于周期性断裂跨度的修改表达和迹象的冲击动能。基于膨胀岩石的自轴承,获得周围岩石的稳定性原理,以及能量耗散理论,获得确定裂缝地平线和HHR厚度的标准。接下来,在FLAC3D中构建了SECSM的数值模型,其占煤矸石的支持效果。通过在各种硬顶参数下建模来确定由层断裂释放的支撑载荷和能量,从而验证确定标准的正确性。结果表明,由硬顶,平均支撑载荷和临界支撑载荷释放的能量与厚度呈正相关,并且在相对于压裂地平线上增加之前首先增加。真正的煤矿的关键参数是通过理论计算和数值模拟获得的。现场应用程序演示了使用所提出的参数化可以减少支撑负载和预先道路变形。这提供了用于确定VWSF的HHRS关键参数的理论支持,并促进VWSF技术在HHR控制中的广泛应用。

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