(1. School of Mining Engineering,North China University of Science and Technology,Tangshan,Hebei 063210,China;
2. Key Laboratory of Mining and Safety Technology of Hebei Province,North China University of Science and Technology,Tangshan,Hebei 063210,China)
Abstract:In order to study the precursory characteristics of acoustic emission before the peak strength and the acoustic emission characteristics of the loading-unloading process for guiding the application of AE technology in rock mass engineering monitoring and disaster warning, six kinds of rocks including granodiorite,hornfels,skarn,copper ore,wolfram-molybdenum ore and lead-zinc ore were tested respectively under uniaxial compression,incremental cyclic loading-unloading and incremental isobaric cyclic loading-unloading,and the relative tranquil period of acoustic emission before the peak strength,the AE characteristics of unloading process,the Felicity ratio under two different cyclic loading-unloading modes and changes of the load-unload response ratio were studied. The results show that some rocks always present the“relatively tranquil period”phenomenon under three different loading modes. The low frequency components of the AE events of a variety of rock samples increase significantly before failure,and the closer to the failure, the more the large amplitudes AE events. Under two different cyclic loading and unloading ways,Felicity effect occurs with Kaiser effect disappearing when the stress level reaches 50% to 60% of the peak intensity. Both Felicity ratio and load-unload response ratio are greater than 1 in the low stress level and fluctuate around 1 in the middle stress level. In the high stress level stage,the internal cracks of the rocks expand unstably with the Felicity ratio reducing and the load-unload response ratio increasing,and the samples destroy when the Felicity ratio reduces to 0.64–0.89. The Felicity ratio and the load-unload response ratio of the relatively tranquil period may be used as the parameters of rock failure prediction.
引用本文:
梁 鹏1,2,张艳博1,2,田宝柱1,2,姚旭龙1,2,孙 林1,2,刘祥鑫1,2. 巷道岩爆过程能量演化特征实验研究[J]. 岩石力学与工程学报, 2019, 38(4): 736-746.
LIANG Peng1,2,ZHANG Yanbo1,2,TIAN Baozhu1,2,YAO Xulong1,2,SUN Lin1,2,LIU Xiangxin1,2. Experimental study on acoustic emission characteristics before the peak strength of rocks under incrementally cyclic loading-unloading methods. , 2019, 38(4): 736-746.
[1] 谢和平,鞠 杨,黎立云,等. 岩体变形破坏过程的能量机制[J]. 岩石力学与工程学报,2008,27(9):1 729–1 740.(XIE Heping,JU Yang,LI Liyun,et al. Energy mechanism of deformation and failure of rock masses[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(9):1 729–1 740.(in Chinese))
[2] 何满潮,苗金丽,李德建,等. 深部花岗岩试样岩爆过程试验研究[J]. 岩石力学与工程学报,2007,26(5):865–876.(HE Manchao,MIAO Jinli,LI Dejian,et al. Experimental study on rock burst processes of granite specimen at great depth[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(5):865–876.(in Chinese))
[3] 何满潮,姜耀东,赵毅鑫. 以复合能量转化为中心的冲击地压控制理论[C]// 深部开采基础理论与工程实践. 北京:科学出版社,2006:205–214.(HE Manchao,JIANG Yaodong,ZHAO Yixin. Control theory of coal blast on the principle of transform of compound energy[C]// Investigation on the Basic Theory and Engineering in Deep Mining. Beijing:Science Press,2006:205–214.(in Chinese))
[4] 何满潮,钱七虎. 深部岩体力学研究进展[C]// 第九届全国岩石力学与工程学术大会论文集. 北京:科学出版社,2006:49–62.(HE Manchao,QIAN Qihu. Study development on rock mechanics at great depth[C]// Proceedings of the 9th Academic Meeting Thesis of Chinese Rock Mechanics and Engineering. Beijing:Science Press,2006:49–62.(in Chinese))
[5] 蔡美峰,王金安,王双红,等. 玲珑金矿深部开采岩体能量分析与岩爆综合预测[J]. 岩石力学与工程学报,2001,20(1):38–42.(CAI Meifeng,WANG Jin′an,WANG Shuanghong,et al. Analysis of energy distribution and prediction of rock burst during deep mining excavation in Linglong gold mine[J]. Chinese Journal of Rock Mechanics and Engineering,2001,20(1):38–42.(in Chinese))
[6] 蔡美峰,冀 东,郭奇峰. 基于地应力现场实测与开采扰动能量积聚理论的岩爆预测研究[J]. 岩石力学与工程学报,2013,32(10): 1 973–1 980.(CAI Meifeng,JI Dong,GUO Qifeng. Study of rockburst prediction based on in-situ stress measurement and theory of energy accumulation caused by mining disturbance[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(10):1 973–1 980.(in Chinese))
[7] 于 洋,冯夏庭,陈炳瑞,等. 深埋隧洞不同开挖方式下即时型岩爆微震信息特征及能量分形研究[J]. 岩土力学,2013,34(9): 2 622–2 628.(YU Yang,FENG Xiating,CHEN Bingrui,et al. Analysis of energy fractal and microseismic information characteristics about immediate rockbursts in deep tunnels with different excavation methods[J]. Rock and Soil Mechanics,2013,34(9):2 622–2 628.(in Chinese))
[8] 张镜剑,傅冰骏. 岩爆及其判据和防治[J]. 岩石力学与工程学报,2008,27(10):2 035–2 042.(ZHANG Jingjian,FU Bingjun. Rock burst and its criteria and control[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(10):2 035–2 042.(in Chinese))
[9] 苏国韶,蒋剑青,冯夏庭,等. 岩爆弹射破坏过程的试验研究[J]. 岩石力学与工程学报,2016,35(10):1 990–1 999.(SU Guoshao,JIANG Jianqing,FENG Xiating,et al. Experimental study of ejection process in rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(10):1 990–1 999.(in Chinese))
[10] 徐则民,吴培关,王苏达,等. 岩爆过程释放的能量分析[J]. 自然灾害学报,2003,12(3):104–110.(XU Zemin,WU Peiguan,WANG Suda,et al. Analysis of energy released in process of rock burst[J]. Journal of Natural Disasters,2003,12(3):104–110.(in Chinese))
[11] 宫凤强,闫景一,李夕兵. 基于线性储能规律和剩余弹性能指数的岩爆倾向性判据[J]. 岩石力学与工程学报,2018,37(9):1 993– 2 014.(GONG Fengqiang,YAN Jingyi,LI Xibing. A new criterion of rock burst proneness based on the linear energy storage law and the residual elastic energy index[J]. Chinese Journal of Rock Mechanics and Engineering,2018,37(9):1 993–2 014.(in Chinese))
[12] 李德建,贾雪娜,苗金丽,等. 花岗岩岩爆试验碎屑分形特征分析[J]. 岩石力学与工程学报,2010,29(增1):3 280–3 289.(LIDejian,JIA Xuena,MIAO Jinli,et al. Analysis of fractal characteristics of fragment from rockburst test of granite[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):3 280–3 289.(in Chinese))
[13] GONG F,LUO Y,LI X,et al. Experimental simulation investigation on rockburst induced by spalling failure in deep circular tunnels[J]. Tunnelling and Underground Space Technology,2018,81:413–427.
[14] 陈陆望,白世伟. 坚硬脆性岩体中圆形洞室岩爆破坏的平面应变模型试验研究[J]. 岩石力学与工程学报,2007,26(12):2 504–2 509. (CHEN Luwang,BAI Shiwei. Research on plane strain model test of rockburst of circular cavern in hard brittle rockmass[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(12):2 504–2 509.(in Chinese))
[15] 何满潮,刘冬桥,宫伟力,等. 冲击岩爆试验系统研发及试验[J]. 岩石力学与工程学报,2014,33(9):1 729–1 739.(HE Manchao,LIU Dongqiao,GONG Weili,et al. Development of a testing system for impact rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(9):1 729–1 739.(in Chinese))
[16] HE M,XIA H,JIA X,et al. Studies on classification,criteria and control of rockbursts[J]. Journal of Rock Mechanics and Geotechnical Engineering,2012,4(2):97–114.
[17] 齐燕军,东兆星,靖洪文,等. 不同岩性巷道岩爆灾变特征模型试验研究[J].中国矿业大学学报,2017,46(6):1 239–1 250.(QI Yanjun,DONG Zhaoxing,JING Hongwen,et al. Experimental modelling on failure characteristics of rockburst with different properties tunnel[J]. Journal of China University of Mining and Technology,2017,46(6):1 239–1 250. (in Chinese))
[18] 司雪峰,宫凤强,罗 勇,等. 深部三维圆形洞室岩爆过程的模拟试验[J]. 岩土力学,2018,39(2):621–634.(SI Xuefeng,GONG Fengqiang,LUO Yong,et al. Experimental simulation on rockburst process of deep three-dimensional circular cavern[J]. Rock and Soil Mechanics,2018,39(2):621–634.(in Chinese))
[19] 许东俊,章 光,李廷芥,等. 岩爆应力状态研究[J]. 岩石力学与工程学报,2000,19(2):169–173.(XU Dongjun,ZHANG Guang,LI Tingjie,et al. On the stress state in rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(2):169–173.(in Chinese))
[20] 徐林生,王兰生,李天斌. 国内外岩爆研究现状综述[J]. 长江科学院院报,1999,16(4):24–28.(XU Linsheng,WANG Lansheng,LI Tianbin. Present situation of rockburst research at home and abroad[J]. Journal of Yangtze River Scientific Research Institute,1999,16(4):24–28.(in Chinese))
[21] 苗金丽. 岩爆的能量特征实验分析[博士学位论文][D]. 北京:中国矿业大学,2009.(MIAO Jinli. Experimental analysis of the energy characteristics of rockburst[Ph. D. Thesis][D]. Beijing:China University of Mining and Technology,2009.(in Chinese))
[22] HOEK E,MARTIN C D. Fracture initiation and propagation in intact rock-A review[J]. Journal of Rock Mechanics and Geotechnical Engineering,2014,6(4):287–300.
[23] 谭以安. 岩爆形成机制研究[J]. 水文地质工程地质,1989,(1):34–38.(TAN Yi?an. Formation mechanism research of rockburst[J]. Journal of Hydrogeology and Engineering Geology,1989,(1):34–38.(in Chinese))