Abstract
In the process of excavating seven parallel tunnels at the Jinping II Hydropower Station, several extremely intense rockbursts occurred, killing and injuring construction workers and damaging several sets of equipment. Based on the characteristics and mechanisms of these rockbursts, four typical events were selected and their temporal and spatial characteristics were here described in detail. The geological conditions revealed after the rockbursts were surveyed carefully. The responses of support elements were also analyzed. The details documented in each case provide not only an important reference for understanding the development mechanisms of rockbursts but also a basis for the selection and development of rockburst prevention measures in deep hard rock tunnels.
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References
Board MP (1994) Numerical examination of mining-induced seismicity. PhD thesis, University of Minnesota
Goodman RE (1989) Introduction to Rock Mechanics, 2nd edn. edn. Wiley Press, New York
Lee CF, Wang SJ, Yang ZF (1996) Geotechnical aspects of rock tunnelling in China. Tunn Undergr Sp Tech 11:445–454
Li C, Stillborg B (1999) Analytical models for rock bolts. Int J Rock Mech Min Sci 36:1013–1029
Ortlepp WD (2001) The behavior of tunnels at great depth under large static and dynamic pressures. Tunn Undergr Sp Tech 16:41–48
Ortlepp WD, Stacey TR (1994) Rockburst mechanisms in tunnels and shafts. Tunn Undergr Sp Tech 9:59–65
Shan Z, Yan P (2010) Management of rock bursts during excavation of the deep tunnels in Jinping II Hydropower Station. B Eng Geol Environ 69:353–363
Tang B (2000) Rockburst control using distress blasting. Ph.D. McGill University, Montreal
Wu S, Shen M, Wang J (2010) Jinping hydropower project: main technical issues on engineering geology and rock mechanics. B Eng Geol Environ 69:325–332
Zhang C, Zhou H, Feng X (2011a) An index for estimating the stability of brittle surrounding rock mass: FAI and its engineering application. Rock Mech Rock Eng 44:401–414
Zhang C, Feng X, Zhou H, Qiu S, Wu W (2011b) A top pilot tunnel preconditioning method for the prevention of extremely intense rockbursts in deep tunnels excavated by TBMs. Rock Mech Rock Eng (published online) doi:10.1007/s00603-011-0199-5
Acknowledgments
The authors gratefully acknowledge the financial support from the National Science Foundation of China under Grant Nos. 2010CB732006, 51079144, 50979104, and the National Science Foundation of Hubei Province in China under Grant No. 2010CDB10404. The work in this paper was also supported by funding from the Ertan Hydropower Development Company, Ltd., and the important pilot project (for youth talent) of knowledge innovation project of the Chinese Academy of Sciences (CAS) (No. KZCX2-EW-QN115). We are also grateful for the support and assistance in the headrace tunnel design and construction from the engineers at the East China Investigation and Design Institute. Special thanks go to Prof. Giovanni Barla and the two anonymous reviewers for their constructive comments.
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Zhang, C., Feng, XT., Zhou, H. et al. Case Histories of Four Extremely Intense Rockbursts in Deep Tunnels. Rock Mech Rock Eng 45, 275–288 (2012). https://doi.org/10.1007/s00603-011-0218-6
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DOI: https://doi.org/10.1007/s00603-011-0218-6