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沁水盆地煤岩顶板致密砂岩气充注过程及运移机理研究 被引量:5
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作者 栾伟娜 林玉祥 吴玉琛 《山东科技大学学报(自然科学版)》 CAS 2015年第3期38-44,共7页
沁水盆地石炭-二叠系煤岩中具有丰富的煤层气资源,测井显示煤岩顶板致密砂岩中亦赋存天然气。从沁水盆地煤岩生烃演化史入手,分析了煤岩顶板致密砂岩游离气的充注过程,探讨了游离气从煤岩到顶板砂岩的运移机理。煤岩为顶部砂岩提供气源... 沁水盆地石炭-二叠系煤岩中具有丰富的煤层气资源,测井显示煤岩顶板致密砂岩中亦赋存天然气。从沁水盆地煤岩生烃演化史入手,分析了煤岩顶板致密砂岩游离气的充注过程,探讨了游离气从煤岩到顶板砂岩的运移机理。煤岩为顶部砂岩提供气源,在浓度差的控制下,扩散是游离气运移的主要方式;煤岩生气关键时刻亦为砂岩气充注关键时刻,生烃增压作用为渗流提供了必要的压力差和微裂隙通道;当扩散和渗流同时产生时,孔隙大小的变化可使这两种运移方式相互转化。 展开更多
关键词 沁水盆地 煤岩顶板 致密砂岩 游离气 运移
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煤岩复合顶板易自燃煤层CO分布规律及防控措施 被引量:1
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作者 张亮 付长余 《中国煤炭》 2019年第7期58-61,共4页
以神府矿区嘉元煤矿12202综采工作面为研究对象,通过向采空区安设监测点,研究煤岩复合顶板易自燃煤层的氧化过程和CO分布运移规律,在此基础上创新性提出采用分段向采空区低洼点注水封闭采空区“氧化带”的防灭火方法,该方法经12202综采... 以神府矿区嘉元煤矿12202综采工作面为研究对象,通过向采空区安设监测点,研究煤岩复合顶板易自燃煤层的氧化过程和CO分布运移规律,在此基础上创新性提出采用分段向采空区低洼点注水封闭采空区“氧化带”的防灭火方法,该方法经12202综采工作面试验效果良好,具有效率高、工艺简单、投资少且安全易操作特点. 展开更多
关键词 煤岩复合顶板 易自燃煤层 CO分布运移规律 注水封闭 氧化带
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孤岛煤柱复合顶板大断面切眼锚网(索)支护技术 被引量:1
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作者 黄辉 《河北煤炭》 2008年第1期24-25,共2页
阐述了孤岛煤柱复合顶板条件下,邢台矿在综采工作面大断面切眼采用锚网(索)支护技术难点和施工工艺,介绍了大断面复合顶板锚网(索)支护机理及支护方案。
关键词 大断面切眼 复合顶板 煤岩顶板 锚网(索)支护
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薄层状碎裂顶板综采开切眼锚网支护技术研究
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作者 王仲棉 《煤炭技术》 CAS 2003年第12期40-42,共3页
结合平沟煤矿 9#层顶板情况 ,介绍了薄层状煤岩互层碎裂顶板大断面开切眼锚、网、锚索、托梁组合锚杆系统的研究应用 ,并介绍了对围岩监测的重要意义和该技术的推广意义。
关键词 锚网支护 破碎煤岩互层顶板 大断面 围岩监测
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基于正交试验煤岩互层顶板巷道失稳因素研究 被引量:19
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作者 种照辉 李学华 +2 位作者 姚强岭 鞠明和 李冬伟 《中国矿业大学学报》 EI CAS CSCD 北大核心 2015年第2期220-226,共7页
通过现场调研、矿物组分分析和层状顶板力学模型计算,得到6个煤岩互层巷道失稳因素.对6种因素各取3个水平进行正交模拟试验,得到了各影响因素之间敏感性排序.结果表明:通过水对煤岩互层弱化程度是造成顶板表面、深部位移、高帮顶板下沉... 通过现场调研、矿物组分分析和层状顶板力学模型计算,得到6个煤岩互层巷道失稳因素.对6种因素各取3个水平进行正交模拟试验,得到了各影响因素之间敏感性排序.结果表明:通过水对煤岩互层弱化程度是造成顶板表面、深部位移、高帮顶板下沉量以及两帮移近量变化大的最敏感因素,同时煤岩互层次数,煤岩互层单层厚度对3种下沉量造成了不同程度的影响;而巷道宽度、断面形状是造成两帮移近量的重要敏感因素.研究结果通过线性回归方程进行验证,与正交试验结果基本一致,并且提出了该地区煤岩互层顶板巷道失稳控制对策. 展开更多
关键词 煤岩互层顶板 敏感性因素 正交试验 线性回归
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综放工作面水力预裂初次放顶技术及应用 被引量:17
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作者 冯彦军 陈金宇 司林坡 《煤炭技术》 CAS 北大核心 2017年第3期30-32,共3页
针对综放工作面初采期间存在的问题,分析后退式单孔多次压裂技术在综放工作面煤岩体弱化中的作用。通过监测压裂和顶板垮落过程,在潞安五阳煤矿7602综放工作面进行煤岩体水力压裂弱化试验研究。结果表明,针对五阳煤矿7602顶板条件,水压... 针对综放工作面初采期间存在的问题,分析后退式单孔多次压裂技术在综放工作面煤岩体弱化中的作用。通过监测压裂和顶板垮落过程,在潞安五阳煤矿7602综放工作面进行煤岩体水力压裂弱化试验研究。结果表明,针对五阳煤矿7602顶板条件,水压最高可达48.36 MPa,单孔压裂约8次,水力裂缝扩展半径约10 m。压裂后,顶煤冒放性提高、煤层瓦斯得以提前释放、注入水量降低放煤过程中的煤层量。顶板垮落过程未产生冲击,保证初采安全。 展开更多
关键词 综放开采 水力压裂 顶板煤岩体弱化
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The relation between modes of lithologic association and interlayer-gliding structures in coal mine 被引量:6
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作者 LE Qi-lang CHEN Ping YANG Wei-min 《Journal of Coal Science & Engineering(China)》 2010年第1期47-52,共6页
As a case study of the Panji No.1 Coal Mine in Anhui Province, based on thesite measured and statistical data, summarized the lithologic associations, characteristicsand distribution laws of interlayer-gliding structu... As a case study of the Panji No.1 Coal Mine in Anhui Province, based on thesite measured and statistical data, summarized the lithologic associations, characteristicsand distribution laws of interlayer-gliding structures and tectonic coal in the No.11-2 coalseams.The results show that 9 modes of lithologic association can form interlayer-glidingstructures.It is more easy for rock slip to occur when the lithologic associations are mainroof + coal seam + immediate floor type, compound roof+immediate roof + coal seam +immediate floor type and immediate roof + coal seam + immediate floor type.Lithologicassociations of roof and floor are the precondition to the formation of interlayer-glidingstructures. 展开更多
关键词 coal seam roof and floor modes of lithologic association interlayer-gliding structure Panji No.1 Coal Mine
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Directional hydraulic fracturing to control hard-roof rockburst in coal mines 被引量:31
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作者 Fan Jun Dou Linming +4 位作者 He Hu Du Taotao Zhang Shibin Gui Bing Sun Xinglin 《International Journal of Mining Science and Technology》 2012年第2期177-181,共5页
Hard roof is the main factor that induces rock-burst.In view of the present obvious weakness of control measures for hard roof rockburst in domestic collieries,the mechanism and field application of directional hydrau... Hard roof is the main factor that induces rock-burst.In view of the present obvious weakness of control measures for hard roof rockburst in domestic collieries,the mechanism and field application of directional hydraulic fracturing technology for rock-burst prevention have been investigated in this paper using theoretical analysis and numerical simulation.The results show that the weighting span of the main roof and the released kinetic energy as well as the total elastic energy decreased greatly after the directional fracturing of hard roof with the mining progression,thereby reducing the rockburst hazard degree to coal body.The directional hydraulic fracturing technology was carried out in 6305 working face of Jisan Coal Mine to prevent rockburst.Field practices have proved that this technology is much simpler and safer to operate with better prevention effect compared with blasting.By optimizing the operation procedures and developing a new technology of automated high-pressure delivery pipe,the maximum fracturing radius now reaches more than 9 m and the borehole depth exceeds 20 m.Additionally,drilling cutting method was applied to monitor the stress of the coal mass before and after the fracturing,and the drill cuttings dropped significantly which indicates that the burst prevention effect of directional hydraulic fracturing technology is very remarkable.The research results of this paper have laid a theoretical and practical foundation for the widespread application of the directional hydraulic fracturing technology in China. 展开更多
关键词 Hard roofRockburstDirectional hydraulic fracturingSimulation
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Influence of Lithological Characters of Coal Bearing Formation on Stability of Roof of Coal Seams
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作者 孟召平 彭苏萍 +3 位作者 李国庆 黄为 芦俊 雷志勇 《Journal of China University of Mining and Technology》 2003年第1期1-6,共6页
Lithology is one of the important factors influencing the stability of roof of coal seams. In order to investigate this, the phenomenon of underground pressure and distribution of pressure were studied by using the lo... Lithology is one of the important factors influencing the stability of roof of coal seams. In order to investigate this, the phenomenon of underground pressure and distribution of pressure were studied by using the local observation and simulation test with similar materials. The observation results show that the distance of initial weighting and periodic weighting of the mudstone roof is shorter than that of sandstone roofs. The sandstone roof with a high strength has a longer distance of initial weighting and periodic weighting, the abutment stress on the working face is big and the height of caving and fracture zone is high. The peak point of abutment stress in the sandstone roof is near to the working face and the pressure bump is inclined to occur. The result is contrary to that in case of the mudstone roof with a low strength. While in the transition zone of nipped sandstone, roof rock-mass is broken and is poor in stability, therefore, it is difficult to hold the roof. 展开更多
关键词 Coal bearing formation lithological characters roof stability
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