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Study on Rockburst Nucleation Process of Deep-Buried Tunnels Based on Microseismic Monitoring

机译:基于微震监测的深埋隧道岩爆成核法研究

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摘要

The objective of this study was to investigate the rockburst nucleation process and provide a theoretical basis for its prediction. A microseismic monitoring system was established in deep tunnels at Jinping II Hydropower Station. Using a digital multichannel microseismic monitoring system and monitoring technique, twenty-four-hour continuous real-time monitoring of microseismicity was realized in diversion tunnel #3. Substantial microseismic monitoring data were acquired to study the macroscopic instability failure mechanisms in the rockburst nucleation process in terms of dynamic crack propagation, including microcrack initiation, development, propagation, shear zone formation, and coalescence. The intrinsic relationship between the spatiotemporal evolution patterns of the microseismicity and the rockbursts was preliminarily explored. The monitoring and analysis results indicated that the driving source of certain rockbursts could be expressed as the combined results of the local rockburst energy and the transfer energy; that is, E-drive = E-local + E-transfer. Strong rockbursts can induce the recurrence of rockbursts in nearby locations. In addition, a comparative analysis of the formation and failure mode of molds in underground caverns was performed using the finite element analysis program RFPA. Based on this engineering study, we verified the feasibility of applying microseismic monitoring to rockbursts in deep rock tunnels.
机译:本研究的目的是调查岩爆成核过程,并为其预测提供理论依据。在金坪II水电站的深隧道中建立了一种微震监测系统。使用数字多通道微震监测系统和监测技术,在导流隧道#3中实现了二十四小时的微震性实时监测。在动态裂纹繁殖方面,获得了基本的微震监测数据来研究岩爆成核过程中的宏观不稳定失效机制,包括微裂纹引发,发育,繁殖,剪切区形成和聚结。初步探讨了微震性和岩石的时空演化模式之间的内在关系。监测和分析结果表明,某些岩虫的驾驶来源可以表达为当地岩爆能和转移能量的组合结果;也就是说,e-drive = e-local +电子传递。强大的摇滚笨拙可以在附近地点诱发摇滚乐的复发。此外,使用有限元分析程序RFPA进行地下洞穴中模具的形成和失效模式的比较分析。基于该工程研究,我们验证了在深岩隧道中施加微震监测到摇滚乐的可行性。

著录项

  • 来源
    《Shock and vibration》 |2015年第6期|685437.1-685437.17|共17页
  • 作者单位

    Dalian Univ Technol Inst Rock Instabil & Seism Res Dalian 116024 Liaoning Peoples R China;

    Dalian Univ Technol Inst Rock Instabil & Seism Res Dalian 116024 Liaoning Peoples R China;

    Dalian Univ Technol Inst Rock Instabil & Seism Res Dalian 116024 Liaoning Peoples R China;

    Dalian Univ Technol Inst Rock Instabil & Seism Res Dalian 116024 Liaoning Peoples R China;

    Univ Sci & Technol Liaoning Sch Min Engn Anshan 114051 Liaoning Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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