首页 | 官方网站   微博 | 高级检索  
     

复合顶板大采高采场覆岩破断角实测及其演化规律研究
引用本文:赵晶,张礼,王栓林.复合顶板大采高采场覆岩破断角实测及其演化规律研究[J].煤炭工程,2021,53(1):75-78.
作者姓名:赵晶  张礼  王栓林
作者单位:1. 煤炭科学技术研究院有限公司;2. 煤炭科学研究总院;
摘    要:基于申南凹煤矿的实际工程背景,对复合顶板大采高条件下覆岩破断角的发育情况展开深入研究。通过对高位钻孔抽采数据的长期观测,对采场侧的覆岩破断角进行了计算|利用双塞压水实验研究了采空区回风巷侧覆岩破断角|最后利用UDEC模拟分析了采空区覆岩破断角的演化过程。研究结果表明:工作面推进速度3.6m/d时,采场侧的覆岩破断角为59°,工作面后方100~110m处回风巷侧覆岩破断角为58°|破断角处于一种动态变化过程,随时间的增长可由锐角向钝角转变,最大可达109°。所得研究成果可为裂隙带瓦斯抽采钻孔布置及采空区卸压瓦斯运移规律的研究提供理论基础。

关 键 词:复合顶板  大采高  覆岩破断角  采空区  瓦斯抽采  
收稿时间:2019-07-17
修稿时间:2020-04-10

Study on Measurement and Evolution Law of Mining Fracture Angle of Large Mining Height Overburden in Composite Roof
Abstract:The determination of the fracture angle is critical to the design of gas extraction boreholes in goaf. However, The existing re-searches mostly stay on the basis of numerical simulation and similar material simulation, and lack effective verification of field measured data. Based on the actual situation of Shen Nanwa Coal Mine, this paper conducts an in-depth study on the development of the fracture angle under the condition of large mining height of composite roof. Through the long-term ob-servation of the high-level drilling extraction data, the fracture angle along the working face side is calculated; The lateral fracture angle of the goaf was studied by double plug water test; Finally, UDEC numerical simulation is used to analyze the evolution process of overburden mining fissures and fracture angles. Research indicates: when the surface advancing speed is 3.6m/d, the fracture angle of the working surface side is 59°, and the lateral fracture angle of the goaf is 58° at 100~110m behind the working surface; The fracture angle is in a dynamic process that will gradually change over time, up to 109°. The obtained research results can provide theoretical basis for the study of drilling arrangement and gas migration and enrichment in goaf.
Keywords:
本文献已被 CNKI 等数据库收录!
点击此处可从《煤炭工程》浏览原始摘要信息
点击此处可从《煤炭工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号