|
|
|
| Study on asymmetric deformation mechanism of surrounding rock of roadway under the effect of isolated coal pillar |
| ZHAO Hongbao,CHENG Hui,LI Jinyu,WANG Tao,LIU Yihong,QIN Fengyuan |
| (School of Energy and Mining Engineering,China University of Mining and Technology,Beijing 100083,China) |
|
|
|
|
Abstract By means of on-site monitoring and theoretical analysis,this paper reveals the asymmetric deformation mechanism of 1021 roadway which is under the influence of isolated island coal pillar in #10 coal seam in Shanxi Province. And a reasonable roadway support is put forward. The results show that:The abutment pressure of isolated coal pillar will cause stress changes in the floor. The angle between the principal stress and the horizontal direction of 1021 roadway is 19°. The maximum principal stress comes from the direction of isolated coal pillar and the minimum principal stress comes from the direction of goaf above the roadway. The deflection of the principal stress leads to the development of the plastic zone of the roadway surrounding rock in a diagonal pattern,and the roadway presents asymmetric damage. The position of the maximum bending moment of the roadway top beam increases with the asymmetric coefficient λ of the load. And the position will gradually approach the side of the roadway near the isolated coal pillar. The maximum bending moment increases linearly with the increase of λ. The column support should adopt the asymmetric form. The floor heave type of roadway belongs to compound floor heave. The roadway direct floor is flexure fold floor heave. The position of the maximum floor heave is shifted with the change of asymmetric coefficient λ. When λ = 2,it is symmetrical. The basic floor is an extrusion flow floor heave. The displacement velocity of the floor plate increases continuously in the process of being far away from the isolated island coal pillar,the angle between the velocity and the horizontal direction also increases. It leads to the asymmetry of floor heave. Finally,according to the deformation characteristics of 1021 roadway surrounding rock,the paper puts forward the asymmetric support suggestions of roof and floor.
|
|
|
|
|
|
| [1] 张百胜,杨双锁,康立勋,等. 极近距离煤层回采巷道合理位置确定方法探讨[J]. 岩石力学与工程学报,2008,27(1):97–101.(ZHANG Baisheng,YANG Shuangsuo,KANG Lixun,et al. Discussion on method for determining reasonable position of roadway for ultra-close multi-seam[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(1):97–101.(in Chinese))
[2] 于 洋,神文龙,高 杰. 极近距离煤层下位巷道变形机制及控 制[J].采矿与安全工程学报,2016,33(1):49–55.(YU Yang,SHEN Wenlong,GAO Jie. Deformation mechanism and control of lower seam roadway of contiguous seams[J]. Journal of Mining and Safety Engineering,2016,33(1):49–55.(in Chinese))
[3] 方新秋,郭敏江,吕志强. 近距离煤层群回采巷道失稳机制及其防治[J]. 岩石力学与工程学报,2009,28(10):2 059–2 067.(FANG Xinqiu,GUO Minjiang,LU Zhiqiang. Instability mechanism and prevention of roadway under close-distance seam group mining[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(10):2 059–2 067.(in Chinese))
[4] 孔德中,王兆会,任志成. 近距离煤层综放回采巷道合理位置确 定[J].采矿与安全工程学报,2014,31(2):270–276.(KONG Dezhong,WANG Zhaohui,REN Zhicheng. Determining the optimum position of roadways of full-mechanized caving face in the close distance seams[J]. Journal of Mining and Safety Engineering,2014,31(2):270–276.(in Chinese))
[5] 王龙飞,常泽超,杨战标,等. 深井近距离煤层群采空区下回采巷道联合支护技术[J]. 采矿与安全工程学报,2018,35(4):686–692.
(WANG Longfei,CHANG Zechao,YANG Zhanbiao,et al. Combined support technology of roadway under mined gob of ultra-distance seams in deep mine[J]. Journal of Mining and Safety Engineering,2018,35(4):686–692.(in Chinese))
[6] 胡少轩,许兴亮,田素川,等. 近距离煤层协同机制对下层煤巷道位置的优化[J]. 采矿与安全工程学报,2016,33(6):1 008– 1 013.(HU Shaoxuan,XU Xingliang,TIAN Suchuan,et al. Optimization of roadway location in lower coal seam from synergy mechanism of contiguous seam mining[J]. Journal of Mining and Safety Engineering,2016,33(6):1 008–1 013.(in Chinese))
[7] 陈正拜,李永亮,杨仁树,等. 窄煤柱巷道非均匀变形机制及支护技术[J]. 煤炭学报,2018,43(7):1 847–1 857.(CHEN Zhengbai,LI Yongliang,YANG Renshu,et al. Non-uniform deformation mechanism and support technology of narrow coal pillar roadway[J]. Journal of China Coal Society,2018,43(7):1 847–1 857.(in Chinese))
[8] 张广超,何富连. 大断面强采动综放煤巷顶板非对称破坏机制与控制对策[J]. 岩石力学与工程学报,2016,35(4):806–818.(ZHANG Guangchao,HE Fulian. Asymmetric failure and control measures of large cross-section entry roof with strong mining disturbance and fully-mechanized caving mining[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(4):806–818.(in Chinese))
[9] 张 炜,张东升,陈建本,等. 极近距离煤层回采巷道合理位置确定[J]. 中国矿业大学学报,2012,41(2):182–188.(ZHANG Wei,ZHANG Dongsheng,CHEN Jianben,et al. Determining the optimum gateway location for extremely close coal seams[J]. Journal of China University of Mining and Technology,2012,41(2):182–188.(in Chinese))
[10] 许 磊,魏海霞,肖祯雁,等. 煤柱下底板偏应力区域特征及案 例[J]. 岩土力学,2015,36(2):561–568.(XU Lei,WEI Haixia,XIAO Zhenyan,et al. Engineering cases and characteristics of deviatoric stress under coal pillar in regional floor[J]. Rock and Soil Mechanics,2015,36(2):561–568.(in Chinese))
[11] 许 磊,张海亮,耿东坤,等. 煤柱底板主应力差演化特征及巷道布置[J]. 采矿与安全工程学报,2015,32(3):478–484.(XU Lei,ZHANG Hailiang,GENG Dongkun,et al. Principal stress difference evolution in floor under pillar and roadway layout[J]. Journal of Mining and Safety Engineering,2015,32(3):478–484.(in Chinese))
[12] 姜鹏飞,康红普,张 剑,等. 近距煤层群开采在不同宽度煤柱中的传力机制[J]. 采矿与安全工程学报,2011,28(3):345–349.(JIANG Pengfei,KANG HongPu,ZHANG Jian,et al. Mechanism of load-transfer between coal pillars with different widths in mining the Short-Range seams[J]. Journal of Mining and Safety Engineering,2011,28(3):345–349.(in Chinese))
[13] POULSEN B A. Coal pillar load calculation by pressure arch theory and near field extraction ratio[J]. International Journal of Rock Mechanics and Mining Sciences,2010,47(7):1 158–1 165.
[14] 王卫军,董恩远,袁 超. 非等压圆形巷道围岩塑性区边界方程及应用[J]. 煤炭学报,2019,44(1):105–114.(WANG Weijun,DONG Enyuan,YUAN Chao. Boundary equation of plastic zone of circular roadway in non-axisymmetric stress and its application[J]. Journal of China Coal Society,2019,44(1):105–114.(in Chinese))
[15] 蔡美峰,何满朝,刘东燕. 岩石力学与工程[M]. 北京:科学出版社,2005:335–336.(CAI Meifeng,HE Manchao,LIU Dongyan. Rock mechanics and engineering[M]. Beijing:Science Press,2005:335–336.(in Chinese))
[16] 康红普,陆士良. 巷道底臌的挠曲效应及卸压效果的分析[J]. 煤炭学报,1992,17(1):37–52.(KANG Hongpu,LU Shiliang. Analysis of deflection effect and pressure relief effect of roadway floor heave[J]. Journal of China Coal Society,1992,17(1):37–52.(in Chinese))
[17] 赵善坤,黎立云,吴宝杨,等. 底板型冲击危险巷道深孔断底爆破防冲原理及实践研究[J]. 采矿与安全工程学报,2016,33(4):636–642.(ZHAO Shankun,LI Liyun,WU Baoyang,et al. Theory and application of deep hole floor-break blasting in floor rock burst coal mine[J]. Journal of Mining and Safety Engineering,2016,33(4):636–642.(in Chinese))
[18] 郑西贵,刘 娜,张 农,等. 深井巷道挠曲褶皱性底臌机制与控制技术[J]. 煤炭学报,2014,39(3):417–423.(ZHENG Xigui,LIU Na,ZHANG Nong,et al. Floor heave mechanism and control technology of flexural and folded deep mine roadway[J]. Journal of China Coal Society,2014,39(3):417–423.(in Chinese))
[19] 钱鸣高,石平五,许家林. 矿山压力与岩层控制[M]. 徐州:中国矿业大学出版社,2010:188–190.(QIAN Minggao,SHI Pingwu,XU Jialin. Mining pressure and strata control[M]. Xuzhou:China University of Mining and Technology Press,2010:188–190.(in Chinese))
[20] 殷帅峰,程根银,何富连,等. 基于基本顶断裂位置的综放窄煤柱煤巷非对称支护技术研究[J]. 岩石力学与工程学报,2016,35(增1):3 162–3 174.(YIN Shuaifeng,CHENG Genyin,HE Fulian,et al. An asymmetric support technique for fully-mechanized coal roadway nearby narrow pillar based on the fracture position analysis in basic roof[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(Supp.1):3 162–3 174.(in Chinese))
|
| [1] |
LI Botao1, 2, 3, TAN Yuxuan1, LIN Haifei4, 5*, WEI Jianping1, 2, 3, ZHANG Hongtu1, 2, 3, LI Shugang4, 5, WEI Zongyong4, 5, WANG Pei4, LUO Rongwei4, LIU Yanwei1, 2, 3. Mechanical properties and mesoscopic damage evolution of coal under liquid-nitrogen freezing at different initial temperatures[J]. , 2026, 45(6): 1757-1772. |
|
|
|
|