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| Acoustic signal characteristics in rockburst process |
| SU Guoshao1,2,SHI Yanjiong1,2,FENG Xiating3,JIANG Jianqing1,2,JIANG Quan3 |
(1. School of Civil and Architecture Engineering,Guangxi University,Nanning,Guangxi 530004,China;
2. Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education,Guangxi University,Nanning,Guangxi 530004,China;3. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil
Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China) |
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Abstract In order to explore the characteristics of rockburst acoustic signals,laboratory experiment was conducted to simulate the process of granite rockburst using the true-triaxial rockburst test system developed in-house. The acoustic signals were monitored during the rockburst process. The characteristics of waveform,spectrum and fractal of acoustic signals of rockburst process were studied. The results showed that the variation characteristics of waveform reflected the main failure process of rockburst. In the rockburst process,a relatively quiet period of the acoustic signals,i.e.,the amplitude of waveform becoming quite low close to the moment of rockbursting was discovered. Furthermore,the value of time fractal dimension of amplitude declined continuously to the lowest value after increased to a peak during a period of time can be regarded as an indication of rockburst. During the process of rockburst,different failure phenomena have different spectrum features,the main frequency value of acoustic signals has a tendency of changing from high to low,the spectrum form experience an alternating process of multimodal and unimodal. In conclusion,acoustic signals in rockburst process have distinct characteristics and inner evolution laws on waveform,time fractal dimension of amplitude and frequency spectrum. Therefore,the acoustic signals can be regarded as the precursor information for rockburst prediction.
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[1] 钱七虎. 地下工程建设安全面临的挑战与对策[J]. 岩石力学与工程学报,2012,31(10):1 945–1 956.(QIAN Qihu. Challenges faced by underground projects construction safety and countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(10):1 945–1 956.(in Chinese))
[2] 何满潮,赵 菲,杜 帅,等. 不同卸载速率下岩爆破坏特征试验分析[J]. 岩土力学,2014,35(10):2 737–2 747.(HE Manchao,ZHAO Fei,DU Shuai,et al. Rockburst characteristics based on experimental tests under different unloading rates[J]. Rock and Soil Mechanics,2014,35(10):2 737–2 747.(in Chinese))
[3] 李庶林,唐海燕. 不同加载条件下岩石材料破裂过程的声发射特性研究[J]. 岩土工程学报,2010,32(1):147–152.(LI Shulin,TANG Haiyan. Acoustic emission characteristics in failure process of rock under different uniaxial compressive loads[J]. Chinese Journal of Geotechnical Engineering,2010,32(1):147–152.(in Chinese))
[4] 张 航,李天斌,陈国庆,等. 不同温度下花岗岩三轴压缩试验的声发射特性[J]. 现代隧道技术,2014,51(5):33–40.(ZHANG Hang,LI Tianbin,CHEN Guoqing,et al. Acoustic emission characteristics of granite in a triaxial compression test at different temperatures[J]. Modern Tunnelling Technology,2014,51(5):33–40.(in Chinese))
[5] 张 茹,谢和平,刘建锋,等. 单轴多级加载岩石破坏声发射特性试验研究[J]. 岩石力学与工程学报,2006,25(12):2 584–2 588. (ZHANG Ru,XIE Heping,LIU Jianfeng,et al. Experimental study on acoustic emission characteristics of rock failure under uniaxial multilevel loadings[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(12):2 584–2 588.(in Chinese))
[6] 苗金丽,何满潮,李德建,等. 花岗岩应变岩爆声发射特征及微观断裂机制[J]. 岩石力学与工程学报,2009,28(8):1 593–1 603. (MIAO Jinli,HE Manchao,LI Dejian,et al. Acoustic emission characteristics of granite under strain rockburst test and its micro-fracture mechanism[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(8):1 593–1 603.(in Chinese))
[7] 冯夏庭,张传庆,陈炳瑞,等. 岩爆孕育过程的动态调控[J]. 岩石力学与工程学报,2012,31(10):1 983–1 997.(FENG Xiating,ZHANG Chuanqing,CHEN Bingrui,et al. Dynamic control of rockburst evolution process[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(10):1 983–1 997.(in Chinese))
[8] 陈炳瑞,冯夏庭,曾雄辉,等. 深埋隧洞 TBM 掘进微震实时监测与特征分析[J]. 岩石力学与工程学报,2011,30(2):275–283. (CHEN Bingrui,FENG Xiating,ZENG Xionghui,et al. Real-time microseismic monitoring and its characteristic analysis during TBM tunneling in deep-buried tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(2):275–283.(in Chinese))
[9] CAI M,KAISER P K,MORIOKA H,et al. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations[J]. International Journal of Rock Mechanics and Mining Sciences,2007,44(4):550–564.
[10] RUSSENSE B F. Analyses of rockburst in tunnels in valley sides(in Norwegian)[M. S. Thesis][D]. Trondheim:Norwegian Institute of Technology,1974.
[11] 谭以安. 岩爆烈度分级问题[J]. 地质论评,2012,38(5):439–443.(TAN Yian. A new classification of rockburst intensity[J]. Geological Review,2012,38(5):439–443.(in Chinese))
[12] 周德培. 太平驿隧洞岩爆特征及防治措施[J]. 岩石力学与工程学报,1995,14(2):171–178.(ZHOU Depei. Rockburst characteristics and prevention measures for Taipingyi tunnel[J]. Chinese Journal of Rock Mechanics and Engineering,1995,14(2):171–178.(in Chinese))
[13] 刘正雄. 岩爆预防及防治技术研究[J]. 中国铁道科学,2001,22(4): 74–76.(LIU Zhengxiong. Technical study on the prevention and cure of rockburst[J]. China Railway Science,2001,22(4):74–76.(in Chinese))
[14] 冯夏庭,陈炳瑞,明华军,等. 深埋隧洞岩爆孕育规律与机制:即时型岩爆[J]. 岩石力学与工程学报,2012,31(3):433–444.(FENG Xiating,CHEN Bingrui,MING Huajun,et al. Evolution law and mechanism of rockbursts in deep tunnels:immediate rockburst[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(3):433–444.(in Chinese))
[15] 中华人民共和国国家标准编写组. GB50287—2006 水力发电工程地质勘察规范[S]. 北京:中国计划出版社,2006.(The National Standards Compilation Group of People?s Republic of China. GB50287—2006 Code for hydropower engineering geological investigation[S]. Beijing:China Planning Press,2006.(in Chinese))
[16] 中华人民共和国国家标准编写组. GB50487—2008 水利水电工程地质勘察规范[S]. 北京:中国计划出版社,2009.(The National Standards Compilation Group of People?s Republic of China. GB50487—2008 Code for engineering geological investigation of water resources and hydropower[S]. Beijing:China Planning Press,2009.(in Chinese))
[17] 冯夏庭. 智能岩石力学导论[M]. 北京:科学出版社,2000:167–168.(FENG Xiating. Introduction to intelligent rock mechanics[M]. Beijing:Science Press,2000:167–168.(in Chinese))
[18] 吴贤振,刘祥鑫,梁正召,等. 不同岩石破裂全过程的声发射序列分形特征试验研究[J]. 岩土力学,2012,33(12):3 561–3 569.(WU Xuxian,LIU Xiangxin,LIANG Zhengzhao,et al. Experimental study of fractal dimension of AE serials of different rocks under uniaxial compression[J]. Rock and Soil Mechanics,2012,33(12):3 561– 3 569.(in Chinese))
[19] 尹贤刚,李庶林,唐海燕,等. 岩石破坏声发射平静期及其分形特征研究[J]. 岩石力学与工程学报,2009,28(增2):3 383–3 390. (YIN Xiangang,LI Shulin,TANG Haiyan,et al. Study on quiet period and its fractal characteristics of rock failure acoustic emission[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.2):3 383–3 390.(in Chinese))
[20] 李元辉,刘建坡,赵兴东,等. 岩石破裂过程中的声发射b值及分形特征研究[J]. 岩土力学,2009,30(9):2 559–2 563.(LI Yuanhui,LIU Jianpo,ZHAO Xingdong,et al. Study on b-value and fractal dimension of acoustic emission during rock failure process[J]. Rock and Soil Mechanics,2009,30(9):2 559–2 563.(in Chinese)) |
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