Study on the mechanism of rockburst induced by water inrush from deep
LI Dong1,JIANG Fuxing1,WANG Cunwen1,TIAN Zhaojun2,WANG Yong2,LIU Jinhai3
(1. School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;2. Yuncheng Coal Mine,Heze,Shandong 274700,China;3. Safety Engineering College,North China Institute of Science and Technology,Beijing 101601,China)
The cause of rockbursts is associated with the variation of the abutment pressure in surrounding rocks. Based on the case of the LW1301 in Yuncheng Coal Mine,this paper aims to explore the mechanism of the rockburst occurrence under a specific condition of little mining influence. Theoretical analysis,field monitoring,and an engineering test were used to investigate the stress distribution characteristics in the surrounding rocks of a water sump,and their property change. The research work involves:(1) a new rockburst type of static-stress rockburst and its occurrence mechanism. (2) Stress distribution characteristics in the surrounding rocks of the water sump,and (3) the change of the rock and coal property around the water sump through a water immersion test for a month. The study reveals that the rockburst event occurred in the LW1301 in Yuncheng Coal Mine on January 8 is induced by the failure of the weakened coal pillar in the water sump,leading to the transformation of the roof structure and the stress redistribution in the surrounding rocks. The results of this work can provide a reference for rockburst preventions of other longwall panels with similar conditions.
李 东1,姜福兴1,王存文1,田昭军2,王 永2,刘金海3. 深井突水诱发静压冲击机制研究[J]. 岩石力学与工程学报, 2018, 37(S2): 4038-4046.
LI Dong1,JIANG Fuxing1,WANG Cunwen1,TIAN Zhaojun2,WANG Yong2,LIU Jinhai3. Study on the mechanism of rockburst induced by water inrush from deep. , 2018, 37(S2): 4038-4046.
姜福兴.采场覆岩空间结构观点及应用研究[J].采矿与安全工程学报,2006,23(1):30-33.(JIANG Fuxing.View point of spatial structures of overlying strata and its application in coalmine[J].Journal of Miningand Safety Engineering,2006,23(1):30-33.(in Chinese))
[2]
史 红,姜福兴. 充分采动阶段覆岩多层空间结构支承压力研究[J]. 煤炭学报,2009,34(5):605-609.(SHI Hong,JIANG Fuxing. The dynamic abutment pressure rule of overlying strata spatial structures at the phases sub-critical mining[J]. Journal of China Coal Society,2009,34(5):605-609.(in Chinese))
[3]
姜福兴,杨淑华. 采场覆岩空间破裂与采动应力场的微震探测研究[J]. 岩土工程学报,2003,25(1):23-25.(JIANG Fuxing,YANG Shuhua. Microseismicmonito ring study on spatial structure of overlying strata and mining pressure field in longwall face[J]. Chinese Journal of Geotechnical Engineering,2003,25(1):23-25.(in Chinese))
[4]
宋振骐,卢国志,夏洪春. 一种计算采场支承压力分布的新算法[J]. 山东科技大学学报:自然科学版,2006,25(1):1-4.(SONG Zhenqi,LU Guozhi,XIA Hongchun. A new algorithm for calculating the distribution of face abutment pressure[J]. Journal of Shandong University of Science and Technology:Natural Science,2006,25(1):1-4.(in Chinese))
[5]
夏永学,蓝 航,毛德兵,等. 基于微震监测的超前支承压力分布特征研究[J]. 中国矿业大学学报,2011,40(6):868-873.(XIA Yongxue,LAN Hang,MAO Debing,et al. Study of the lead abutment pressure distribution base on microseismic monitoring[J]. Journal of China University of Mining andTechnology,2011,40(6):868-873.(in Chinese))
[6]
刘金海,姜福兴,王乃国,等. 深井特厚煤层综放工作面支承压力分布特征的实测研究[J]. 煤炭学报,2011,36(增1):18-22.(LIU Jinhai,JIANG Fuxing,WANG Naiguo,et al. Survey on abutment pressure distribution of fully mechanized caving face in extra-thick coal seam of deep shaft[J]. Journal of China Coal Society,2011,36(Supp.1):18-22.(in Chinese))
[7]
齐庆新,欧阳振华,赵善坤,等.我国冲击地压矿井类型及防治方法研究[J].煤炭科学技术,2014,42(10):1-5.(QI Qingxin,OUYANG Zhenhua,ZHAO Shankun,et al. Study on types of rockburst mine and prevention methods in China[J].Coal Science and Technology,2014,42(10):1-5.(in Chinese))
[8]
潘俊锋,宁 宇,毛德兵,等. 煤矿开采冲击地压启动理论[J]. 岩石力学与工程学报,2012,31(3):586-596.(PAN Junfeng,NING Yu,MAO Debing,et al. Theory of rockburst start-up during coal mining[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(3):586-596.(in Chinese))
[9]
张开智,夏均民. 冲击危险性综合评价的变权识别模型[J]. 岩石力学与工程学报,2004,23(20):3480-3483.(ZHANG Kaizhi,XIA Junmin. Weight-variable identification model of comprehensive evaluation on burst liability of coal[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(20):3480-3483.(in Chinese))
[10]
刘金海,姜福兴,冯 涛. C型采场支承压力分布特征的数值模拟研究[J]. 岩土力学,2010,31(12):4011-4015.(LIU Jinhai,JIANG Fuxing,FENG Tao. Numerical simulation of abutment pressure distribution of C-shaped stope[J]. Rock and Soil Mechanics,2010,31(12):4011-4015.(in Chinese))
[11]
刘长友,黄炳香,孟祥军,等. 超长孤岛综放工作面支承压力分布规律研究[J]. 岩石力学与工程学报,2007,26(增1):2761-2766.(LIU Changyou,HUANG Bingxiang,MENG Xiangjun,et al. Research on abutment pressure distribution law of overlength isolated fully-mechanized top coal caving face[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(Supp.1):2761-2766.(in Chinese))
[12]
司荣军,王春秋,谭云亮. 采场支承压力分布规律的数值模拟研究[J]. 岩土力学,2007,28(2):351-354.(SI Rongjun,WANG Chunqiu,TAN Yunliang. Numerical simulation of abutment pressure distribution laws of working faces[J]. Rock and Soil Mechanics,2007,28(2):351-354.(in Chinese))
[13]
伍永平,高喜才,解盘石,等. 坚硬特厚煤层顶分层综采工作面支承压力分布特征研究[J]. 矿业安全与环保,2010,37(4):8-10.(WU Yongping,GAO Xicai,XIE Panshi,et al. Research on abutment pressure distribution law in fully mechanized caving face on top slice of hard and very thick seam[J]. Mining Safety andEnvironmental Protection,2010,37(4):8-10.(in Chinese))
[14]
姜福兴,马其华. 深部长壁工作面动态支承压力极值点的求解[J]. 煤炭学报,2002,27(3):273-275.(JIANG Fuxing,MA Qihua. Mechanical solution of the maximum point of dynamic abutment pressure under deep long-wall working face[J]. Journal of China Coal Society,2002,27(3):273-275.(in Chinese))
[15]
秦忠诚,王同旭. 深井孤岛综放面支承压力分布及其在底板中的传递规律[J]. 岩石力学与工程学报,2004,23(7):1127-1131.(QIN Zhongcheng,WANG Tongxu. Abutment pressure distribution and its transfer law in floor of deep isolated fully-mechanized mining faces using sublevel caving[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(7):1127-1131.(in Chinese))
[16]
姜福兴,舒凑先,王存文. 基于应力叠加回采工作面冲击危险性评价[J]. 岩石力学与工程学报,2015,34(12):2428-2435.(JIANG Fuxing,SHU Couxian,WANG Cunwen. Impact risk appraisal of stope working faces based on stress superimposition[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(12):2428-2435.(in Chinese))