4.7 Article

Microseismic Monitoring of Strainburst Activities in Deep Tunnels at the Jinping II Hydropower Station, China

期刊

ROCK MECHANICS AND ROCK ENGINEERING
卷 49, 期 3, 页码 981-1000

出版社

SPRINGER WIEN
DOI: 10.1007/s00603-015-0784-0

关键词

Deep tunnel; Strainburst; Microseismic monitoring; Jinping II hydropower station; Forecasting

资金

  1. National Natural Science Foundation of China [51374149, 51209127]
  2. National Basic Research Program of China [2011CB013503]
  3. opening fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology) [SKLGP2013K013]
  4. Program for New Century Excellent Talents in University [NCET-13- 0382]

向作者/读者索取更多资源

Rockbursts were frequently encountered during the construction of deep tunnels at the Jinping II hydropower station, Southwest China. Investigations of the possibility of rockbursts during tunnel boring machine (TBM) and drilling and blasting (D&B) advancement are necessary to guide the construction of tunnels and to protect personnel and TBM equipment from strainburst-related accidents. A real-time, movable microseismic monitoring system was installed to forecast strainburst locations ahead of the tunnel faces. The spatiotemporal distribution evolution of microseismic events prior to and during strainbursts was recorded and analysed. The concentration of microseismic events prior to the occurrence of strainbursts was found to be a significant precursor to strainbursts in deep rock tunnelling. During a 2-year microseismic investigation of strainbursts in the deep tunnels at the Jinping II hydropower station, a total of 2240 strainburst location forecasts were issued, with 63 % correctly forecasting the locations of strainbursts. The successful forecasting of strainburst locations proved that microseismic monitoring is essential for the assessment and mitigation of strainburst hazards, and can be used to minimise damage to equipment and personnel. The results of the current study may be valuable for the construction management and safety assessment of similar underground rock structures under high in situ stress.

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