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Formation Mechanism and the Height of the Water-Conducting Fractured Zone Induced by Middle Deep Coal Seam Mining in a Sandy Region: A Case Study from the Xiaobaodang Coal Mine

机译:桑迪地区中部深煤缝采矿诱导的水导裂纹区域的形成机制及其高度 - 以小波塘煤矿为例

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The height of the water-conducting fractured zone (WCFZ) is a basic parameter related to water protection in coal mines and is also crucial for aquifer protection and mine safety. In order to accurately detect the height and shape and reveal the formation mechanism of the WCFZ, which is caused by middle-deep coal seam mining in a sandy region, the 112201 coalface at the 1# coal mine of Xiaobaodang was taken as a case study. Filed measurements including fluid leakage, borehole TV, and similar simulation were adopted to analyze the regularity of the WCFZ in this area. The detection results of field measurements showed that the maximum height of the WCFZ was 177.07?m in a borehole near the open-off cut, and the ratio of the height of the water-conducting fractured zone divided by the mining thickness was 30.53. The WCFZ acquired an inward-convergent saddle shape, which was inclined to the goaf. The saddle bridge was located at the boundary of the goaf, and the saddle ridge was located at the center of the goaf. Also, through analyzing the results of similar simulations, we found that, in the process of mining, separation cracks and the beam structure were the main forms of overburden disturbance transmitting upward and ahead of mining, respectively. The main cause of the increase in height of the WCFZ was the connection of the separation cracks and vertical cracks caused by fractures of beam structures. The development of the WCFZ was divided into five stages: incubation stage, development stage, rapidly increasing stage, slowly increasing stage, and stable stage. Moreover, the duration of each stage was related to the lithology and mining technology. This research can provide significant theoretical insights for the prediction of the WCFZ, enabling the prevention of water hazards on mine roofs and assisting with water resources protection.
机译:导电裂缝区(WCFZ)的高度是与煤矿中防水相关的基本参数,对含水层保护和矿井安全性也至关重要。为了准确地检测高度和形状并揭示WCFZ的形成机制,这是由桑迪地区的中深煤层采矿引起的,小波塘1#煤矿的112201煤炭作为案例研究。采用液体泄漏,钻孔电视和类似模拟的归档测量来分析该地区WCFZ的规律性。现场测量的检测结果表明,在开关切割附近的钻孔中,WCFZ的最大高度为177.07μm,并且排水裂缝区的高度与采矿厚度的比率为30.53。 WCFZ获取了向内趋同的鞍形状,该鞍形状倾向于GOAF。鞍座桥位于采摘的边界,鞍座山脊位于垃圾厅的中心。此外,通过分析类似仿真的结果,我们发现,在采矿过程中,分离裂缝和光束结构分别是向上和领先于开采的覆盖障碍的主要形式。 WCFZ高度增加的主要原因是由梁结构裂缝引起的分离裂缝和垂直裂缝的连接。 WCFZ的发展分为五个阶段:孵化阶段,发展阶段,迅速增加阶段,缓慢增加阶段,稳定阶段。此外,每个阶段的持续时间与岩性和采矿技术有关。该研究可以为预测WCFZ提供显着的理论上见解,从而能够防止矿山屋顶的水危害,并协助水资源保护。

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