(State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Provence and the Ministry of Science and Technology,Shandong University of Science and Technology,Qingdao,Shandong 266590,China)
Abstract:In order to study the mechanical characteristics and progressive failure mechanism of the roof-coal pillar structure,uniaxial compression tests were carried out to five groups of sandstone roof-coal pillar structure bodies with different height ratios. The acoustic emission(AE) monitoring technique and the digital video camera system were used to investigate the failure process of the structure. The structural strength of the structure is the combined strength of sandstone,coal and interface. The contact frictional effects enhance the strength of coal in the interface,but weaken the strength of sandstone in the interface. With the decrease of the height ratio of sandstone to coal,the macroscopic failure initiation strength,the uniaxial compressive strength and the elastic modulus of the structure body reduce gradually. Under the same conditions,the more developed the primary cracks in the coal is,the lower the macroscopic failure initiation strength,the uniaxial compressive strength and the elastic modulus of the structure body are. The macroscopic failure initiation of the structure body causes the occurrence of the turning points on the stress-strain curves while the AE energy index reaches a peak value. After the macroscopic failure initiation,the AE energy index drops to the original level. Generally,the macroscopic failure initiations are located in the coal. When the height ratio of sandstone to coal is 9∶1,however,the macroscopic failure initiation occurs firstly at the interface. The propagation and coalescence of cracks in coal make the coal more broken and the local damage occurs in the coal. The coalescence of the local damages leads to the coal failure finally. The sandstone failure is caused by the crack propagation in coal cross to the sandstone interior. Due to the difference of the propagation ability,velocity and angle of cracks in the coal,the sandstones display the split failure,shear failure or no damage. With the increase of the height ratio of sandstone to coal,the degree of damage of the coal body and sandstone increases,and the coal body is broken more.
[1] 陈绍杰,周 辉,郭惟嘉,等. 条带煤柱长期受力变形特征研究[J]. 采矿与安全工程学报,2012,29(3):376–380.(CHEN Shaojie,ZHOU Hui,GUO Weijia,et al. Study on long-term stress and deformation characteristics of strip pillar[J]. Journal of Mining and Safety Engineering,2012,29(3):376–380.(in Chinese))
[2] CHEN S J,GUO W J,ZHOU H,et al. Field investigation of long-term bearing capacity of strip coal pillars[J]. International Journal of Rock Mechanics and Mining Sciences,2014,70(1):109–114.
[3] 李纪青,齐庆新,毛德兵,等. 应用煤岩组合模型方法评价煤岩冲击倾向性探讨[J]. 岩石力学与工程学报,2005,24(增1):4 805– 4 810.(LI Jiqing,QI Qingxin,MAO Debing,et al. Discussion on evaluation method of bursting liability with composite model of coal and rock[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(Supp.1):4 805–4 810.(in Chinese))
[4] 宋录生,赵善坤,刘 军,等. “顶板–煤层”结构体冲击倾向性演化规律及力学特性试验研究[J]. 煤炭学报,2014,39(增1):23–30.(SONG Lusheng,ZHAO Shankun,LIU Jun,et al. Experimental research on rules of rock burst tendency evolution and mechanical properties of “roof-coal” structure body[J]. Journal of China Coal Society,2014,39(Supp.1):23–30.(in Chinese))
[5] 刘 波,杨仁树,郭东明,等. 孙村煤矿-1100 m水平深部煤岩冲击倾向性组合试验研究[J]. 岩石力学与工程学报,2004,23(14): 2 402–2 408.(LIU Bo,YANG Renshu,GUO Dongming,et al. Burst-prone experiments of coal-rock combination at -1 000 m level in Suncun coal mine[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(14):2 402–2 408.(in Chinese))
[6] 陆菜平. 组合煤岩的强度弱化减冲原理及其应用[博士学位论文][D]. 徐州:中国矿业大学,2008.(LU Caiping. Intensity weakening theory for rockburst of compound coal-rock and its application[Ph. D. Thesis][D]. Xuzhou:China University of Mining and Technology,2008.(in Chinese))
[7] 李晓璐,康立军,李宏艳,等. 煤–岩组合体冲击倾向性三维数值试验分析[J]. 煤炭学报,2011,36(12):2 064–2 067.(LI Xiaolu,KANG Lijun,LI Hongyan,et al. Three-dimensional numerical simulation of bust-prone experiments about coal-rock combination[J]. Journal of China Coal Society,2011,36(12):2 064–2 067.(in Chinese))
[8] 赵善坤,张 寅,韩荣军,等. 组合煤岩结构体冲击倾向演化数值模拟[J]. 辽宁工程技术大学学报:自然科学版,2013,32(11): 1 441–1 446.(ZHAO Shankun,ZHANG Yin,HAN Rongjun,et al. Numerical simulation experiments on bursting liability evolution of compound coal-rock structure[J]. Journal of Liaoning Technical University:Natural Science,2013,32(11):1 441–1 446.(in Chinese))
[9] 林 鹏,唐春安,陈忠辉,等. 二岩体系统破坏全过程的数值模拟和试验研究[J]. 地震,1999,19(4):413–418.(LIN Peng,TANG Chun?an,CHEN Zhonghui,et al. Numerical and experimental study on deformation and failure behavior in a double-rock specimen system[J]. Earthquake,1999,19(4):413–418.(in Chinese))
[10] 郭东明,左建平,张 毅,等. 不同倾角组合煤岩体的强度与破坏机制研究[J]. 岩土力学,2011,32(5):1 333–1 339.(GUO Dongming,ZUO Jianping,ZHANG Yi,et al. Research on strength and failure mechanism of deep coal-rock combination bodies of different inclined angles[J]. Rock and Soil Mechanics,2011,32(5):1 333– 1 339.(in Chinese))
[11] 郭伟耀,周 恒,徐宁辉,等. 煤岩组合体力学特性模拟研究[J]. 煤矿安全,2016,47(2):33–35.(GUO Weiyao,ZHOU Heng,XU Ninghui,et al. Simulation study of mechanical properties of coal rock combination[J]. Safety in Coal Mines,2016,47(2):33–35.(in Chinese))
[12] 刘 杰,王恩元,宋大钊,等. 岩石强度对于组合试样力学行为及声发射特性的影响[J]. 煤炭学报,2014,39(4):685–691.(LIU Jie,WANG Enyuan,SONG Dazhao,et al. Effects of rock strength on mechanical behavior and acoustic emission characteristics of samples composed of coal and rock[J]. Journal of China Coal Society,2014, 39(4):685–691.(in Chinese))
[13] 张泽天,刘建锋,王 璐,等. 组合方式对煤岩组合体力学特性和破坏特征影响的试验研究[J]. 煤炭学报,2012,37(10):1 677– 1 681.(ZHANG Zetian,LIU Jianfeng,WANG Lu,et al. Effects of combination mode on mechanical properties and failure characteristics of the coal-rock combinations[J]. Journal of China Coal Society,2012,37(10):1 677–1 681.(in Chinese))
[14] 左建平,谢和平,吴爱民,等. 深部煤岩单体及组合体的破坏机制与力学特性研究[J]. 岩石力学与工程学报,2011,30(1):84–92.(ZUO Jianping,XIE Heping,WU Aimin,et al. Investigation on failure mechanisms and mechanical behaviors of deep coal-rock single body and combined body[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(1):84–92.(in Chinese))
[15] 窦林名,田京城,陆菜平,等. 组合煤岩冲击破坏电磁辐射规律研究[J]. 岩石力学与工程学报,2005,24(19):3 541–3 544.(DOU Linming,TIAN Jingcheng,LU Caiping,et al. Research on electromagnetic radiation rules of composed coal-rock burst failure[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(19):3 541–3 544.(in Chinese))
[16] 谭云亮,吴士良,尹增德,等. 矿山压力与岩层控制[M]. 北京:煤炭工业出版社,2008:79–85.(TAN Yunliang,WU Shiliang,YIN Zengde,et al. Ground pressure and strata control[M]. Beijing:China Coal Industry Publishing House,2008:79–85.(in Chinese))
[17] ZHAO Z H,WANG W M,DAI C Q,et al. Failure characteristics of three-body model composed of rock and coal with different strength and stiffness[J]. Transactions of Nonferrous Metals Society of China,2014,24(5):1 538–1 546.
[18] 谭学术,鲜学福,郑道访,等. 复合岩体力学理论及其应用[M]. 北京:煤炭工业出版社,1994:63–71.(TAN Xueshu,XIAN Xuefu,ZHENG Daofang,et al. Theory and application of compound rock mass mechanics[M]. Beijing:China Coal Industry Publishing House,1994:63–71.(in Chinese))
[19] 蔡美峰,何满潮,刘东燕. 岩石力学与工程[M]. 北京:科学出版社,2002:52–54.(CAIMeifeng,HE Manchao,LIUDongyan. Rock mechanics and engineering[M]. Beijing:Science Press,2002:52–54.(in Chinese))