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多通道微震监测技术在大爆破余震监测中的应用 被引量:14

APPLICATION FOR MONITORING LARGE BLAST AFTERSHOCKS BY MULTI-CHANNEL MICROSEISMIC MONITORING TECHNOLOGY
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摘要 深部高应力矿床开采爆破后的采场余震可用来评价采场围岩的稳定性,余震发震的时间、发震频度等是衡量采场围岩稳定性的重要指标。采用16通道全数字型微震监测系统对凡口铅锌矿深部采场大爆破后的余震事件进行实时和空间定位监测,确定余震事件发生的空间位置和发生时间。监测表明,采场大爆破有时不会诱发余震,有时会诱发余震,且这些余震发生在大爆破后的数分钟之内,30分钟之后没有余震发生,说明采场围岩体的稳定性较好。 Aftershocks of large blasts in mining stopes can be used to evaluate the stability of country rockmass around deep stopes with high stress. Occurring times and ratios of aftershocks are significant indices to judge the stability of country rockmass. Real-time and spatial location monitoring of aftershocks of large blasts by a 16-channel full-digital microseisimic monitoring system at deep mining stopes at Fankou Lead-zinc mine are carried out to determine the occurring times and the positions of the aftershocks. The monitoring results show that sometimes there are no aftershocks and sometimes aftershocks happen after large blasts. All the aftershocks, which occur after large blasts, take place within several minutes. If no events occur in 30 minutes after large blasts, it means the surrounding rockmass has a good stability.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2005年第A01期4711-4714,共4页 Chinese Journal of Rock Mechanics and Engineering
基金 国家“十五”科技攻关项目(2001BA609A-09-02)
关键词 采矿工程 深部矿床 多通道微震监测 大爆破 余震 采场稳定性 mining engineering, deep mine multi-channel microseismic monitoring, large blast aftershock stability of stopes
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参考文献7

  • 1Gibowicz S J, Kijkn A, An Introduction to Mining Seismology[M].San Diego:Academic Press, Inc, 1994.
  • 2Morrison D M, MacDonald E Rockbursts at Inco. mines[A], In:Rockburst and Seismicity in Mines[C]. Rotterdam: A. A. Balkema,1990, 263 - 267.
  • 3Forney F, Amartin J P, Development of a seismic system for the detection of trapped miners[A]. In: Rockbursts and Seismieity in Mines-RaSiM5[C]. [s. 1.]: SAIMM, 2001.35 - 41.
  • 4Heunis R. The development of roekburst control strategies for South Africangoldmines[J].[s. 1.]: SAIMM, 1980, 18(4): 139-149.
  • 5赵本均.冲击地压及其防治[M].北京:煤炭工业出版社,1995..
  • 6李庶林,杨念哥,尹贤刚,等.深井地压灾害微震监测技术研究[A].中国岩石力学与工程学会第八次学术会议论文集[C].北京:科学出版社,2004.510—513.
  • 7李庶林,尹贤刚,郑文达,Cezar Trifu.凡口铅锌矿多通道微震监测系统及其应用研究[J].岩石力学与工程学报,2005,24(12):2048-2053. 被引量:192

二级参考文献9

  • 1Morrison D M, Macdonald P. Rockbursts at Inco mines[A]. In:Fairhurst ed. Rock Burst and Seismicity in Mines[C]. Rotterdam: A.A. Balkema, 1990. 263 - 267.
  • 2Green R W E. Instrumentation networks for observation of mine-induced seismicity[A]. In: Rockburst and Seismicity in Mines[C]. Rotterdam: A.A. Balkema, 1990. 165 - 169.
  • 3Gibowicz S J, Kijko A. An Introduction to Mining Seismology[M].San Diego: Academic Press, 1994.
  • 4Blake W. Design considerations for seismic monitoring systems[A].In: Rockbursts and Seisrnicity in Mines[C]. Johannesburg: SAIMM,1984. 79 - 82.
  • 5ESG Co.ESG Solutions-user's Guide[M]. Kingston: [s. n.], 2002.
  • 6Potvin Y, Hudyma M R. Seismic monitoring in highly mechanized hard rock mines in Canada and Australia[A]. In: Rock Burst and Seismicity in Mines[C]. Johannesburg: SAIMM, 2001. 267 - 280.
  • 7李庶林,冯夏庭,王泳嘉,杨念哥.深井硬岩岩爆倾向性评价[J].东北大学学报(自然科学版),2001,22(1):60-63. 被引量:64
  • 8王春来,徐必根,李庶林.凡口铅锌矿深部岩体声波测试研究[J].采矿技术,2003,3(1):41-42. 被引量:12
  • 9李庶林,杨念哥.凡口铅锌矿深部矿床地应力测试[J].矿业研究与开发,2003,23(4):15-17. 被引量:11

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