Microseismic monitoring, analysis and early warning of rockburst

References

• Beck DA, Brady BHG. 2002. Evaluation and application of controlling parameters for seismic events in hard-rock mines. Int J Rock Mech Min Sci. 39(5):633–642.
   Web of Science ®Google Scholar
• Blake W. 1967. Rockburst mechanics. Golden, CO: Colorado School of Mines.
   Google Scholar
• Cai M, Kaiser PK, Martin CD. 2001. Quantification of rock mass damage in underground excavations from microseismic event monitoring. Int J Rock Mech Min Sci. 38(8):1135–1145.
   Web of Science ®Google Scholar
• Cai M, Kaiser PK, Morioka H, et al. 2007. FLAC/P FC coupled numerical simulation of AE in large-scale underground excavations. Inter J of Rock Mech and Min Sci. 44(4):550–564.
   Web of Science ®Google Scholar
• Cao AY, Dou LM, Wang CB, Yao XX, Yu G. 2016. Microseismic precursory characteristics of rock burst hazard in mining areas near a large residual coal pillar: A case study from Xuzhuang Coal Mine, Xuzhou, China. Rock Mech Rock Engin. 49(11):1–16.
   Web of Science ®Google Scholar
• Chen XH, Li WQ, Yan XY. 2012. Analysis on rock burst danger when fully-mechanized caving coal face passed fault with deep mining. Saf Sci. 50(4):645–648.
   Web of Science ®Google Scholar
• Dietz M, Oremek GM, Groneberg DA, Bendels MHK. 2018. What is a rock burst? Zbl Arbeitsmed. 68 (1):45–49.
   Google Scholar
• Dou LM, Cai W, Cao AY, Guo WH. 2018. Comprehensive early warning of rock burst utilizing microseismic multi-parameter indices. Int J Mining Sci Technol. 28(5):767–774.
   Web of Science ®Google Scholar
• Feng JJ. 2005. Rockburst characteristics and prevention of Erlangshan Tunnel. West-China Explor Engin. 2005(7):110–111. (in Chinese).
   Google Scholar
• Feng XT, Yu Y, Feng GL, Xiao YX, Chen BR, Jiang Q. 2016. Fractal behaviour of the microseismic energy associated with immediate rockbursts in deep, hard rock tunnels. Tunnelling Underground Space Technol. 51:98–107.
   Web of Science ®Google Scholar
• Gan YX, Wu SC, He YL, Zheng FR, Li BW. 2020. Research on characteristics of AE parameters for rock burst in Wulaofeng tunnel. J Safety Sci Technol. 16(4):76–81. (in Chinese).
   Google Scholar
• Gibowicz SJ. 1990. Seismicity induced by mining. Adv Geophys. 32:1–74.
   Google Scholar
• Guo ZQ. 2003. The rock bursts and countermeasures in Zhongnanshan highway tunnel. Modern Tunneling Technology.40(6):58–62. (in Chinese).
   Google Scholar
• Han K, Yang WB, Chen XF, Wang BY. 2020. Dynamic management control measures of rockburst risk in bayu tunnel construction. Railway Engin. 60(6):65–68. (in Chinese).
   Google Scholar
• He MC, Miao JL, Feng JL. 2010. Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions. Int J Rock Mech Min Sci. 47(2):286–298.
   Web of Science ®Google Scholar
• He MC, Miao JL, Li DJ, Wang CG. 2007. Experimental study of rockburst processes of granite specimen at great depth. Chin J Rock Mech Eng. 26(5):865–876.
   Google Scholar
• Jenkins FM, Williams TJ, Wideman CJ. 1990. Rock burst mechanism studies at the Lucky Friday Mine. Proceedings of the 31st U.S. Symposium on Rock Mechanics. WV University, Rotterdam: Balkema. p. 955–962.
   Google Scholar
• Kaiser PK, Tannant DD, McCreath DR. 1996. Canadian rockburst support handbook. Sudbury, ON: Geomechanics Research Centre, Laurentian University; p. 314.
   Google Scholar
• Kasier PK, Maloney SM. 1997. Ground motion parameters for design of support in burst-prone ground. In: Gibowicz and Lasocki, editors. Rockbursts and seismicity in mines. Rotterdam: Balkema; p. 337–342.
   Google Scholar
• Li HP. 2017. Rock burst prevention and control technology for diversion tunnel of Jinping two hydropower station. Construct Machinery.2017(4):79–82. (in Chinese).
   Google Scholar
• Li Y. 2019. Tunnel microseismic monitoring system and engineering application of TBM construction section in the north of Hanjiweiling. Highway Traffic Technol (Application Technology Edition). 15 (7):290–292. (in Chinese).
   Google Scholar
• Li SJ, Feng XT, Li ZH, Chen BR, Jiang Q, Wu SY, Xu HJ. 2012. In situ monitoring of rockburst nucleation and evolution in the deeply buried tunnels of Jinping II hydropower station. Eng Geol. 13–138:85–96.
   Google Scholar
• Li SL, Feng XT, Wang YJ, Yang NG. 2001. Evaluation of rockburst proneness in a deep hard rock mine. J Northeastern Univ (Nat Sci). 22(1):60–63. (in Chinese).
   Google Scholar
• Li SL, Yin XG, Zheng WD, Trifu C. 2005. Research of multi-channel microseismic monitoring system and its application to fankou lead-zinc mine. Chinese J Rock Mech Engin. 24(12):20482–22053. (in Chinese).
   Google Scholar
• Li XB, Zhou J, Huang LQ, Liu ZX. 2020. Review and prospect of gold mining technology in China. Gold. 41(9):41–50.
   Google Scholar
• Linkov AV. 1992. Dynamic phenomena in mines and the problem of stability. Minnesota: University of Minnesota.
   Google Scholar
• Liu F, Tang CA, Ma TH, Tang LX. 2019. Characterizing rockbursts along a structural plane in a tunnel of the Hanjiang-to-Weihe river diversion project by microseismic monitoring. Rock Mech Rock Eng. 52(6):1835–1856.
   Web of Science ®Google Scholar
• Liu WD, Yu QJ, Lu JE, Zhang SJ. 2009. An analysis on mechanism of rockburst during deep mining excavation in Linglong gold mine. China Mining Magazine. 18 (05):112–115. (in Chinese).
   Google Scholar
• Lu CP, Dou LM, Zhang N, Xue JH, Wang XN, Liu H, Zhang JW. 2013. Microseismic frequency-spectrum evolutionary rule of rockburst triggered by roof fall. Int J Rock Mecha Mining Ences. 64:6–16.
   Web of Science ®Google Scholar
• Luo X, King A, Ross J. 2000. Microseismic monitoring at Southern Colliery for understanding roof fracturing mechanisms. Brisbane.
   Google Scholar
• Ma TH, Tang CA, Cai M. 2014. Analysis, monitoring and control of rockburst. Dalian: Dalian University of Technology Press. (in Chinese).
   Google Scholar
• Ma TH, Tang CA, Tang SB, Liang K, Yu Q, Kong DQ, Xu Z. 2018. Rockburst mechanism and prediction based on microseismic monitoring. Int J Rock Mech Min Sci. 110:177–188.
   Web of Science ®Google Scholar
• Ma TH, Tang CA, Tang LX, Zhang WD, Wang L. 2015. Rockburst characteristics and microseismic monitoring of deep-buried tunnels for Jinping II Hydropower Station. Tunnelling Underground Space Technol. 49:345–368.
   Web of Science ®Google Scholar
• Milev AM, Spottisswoode SM. 2002. Effect of the rock properties on mining-induced seismicity around the venterdrop contact roof, Witwatersrand Basin, South Africa. Pure Appl Geophys. 2002(159):165–177.
   Google Scholar
• Morriosn RGK. 1942. Report on the Rockburst Situation in Ontario Mines. Transactions, Can Institut Min Metallurg. 45:225–272.
   Google Scholar
• Ortlepp WD. 2005. RaSiM Comes of age-A review of the contribution to the understanding and control of mine rockbursts. In: Potvin Y, Hudyma M, editors. Controlling seismic risk: Proceedings of Sixth International Symposium on Rockburst and Seismicity in Mines. Australian Centre for Geomechanics, Nedlands. p. 3–20.
   Google Scholar
• Qian QH. 2012. Challenges faced by underground projects construction safety and countermeasures. Chinese J Rock Mech Engin. 31(10):1945–1956. (in Chinese).
   Google Scholar
• Rehbock-Sander M, Jesel T. 2018. Fault induced rock bursts and micro-tremors – Experiences from the Gotthard Base Tunnel. Tunnel Underground Space Technol Incorp Trenchless Technol Res. 81:358–366.
   Web of Science ®Google Scholar
• Ren FY, Ding S, Ren GY, Liu ZY. 2012. Experimental study on stope rockburst control in Erdaogou gold mine. J Northeastern Univ (Nat Sci). 33 (06):891–894.
   Google Scholar
• Russenes BF. 1974. Analysis of rock spalling for tunnels in steep valley sides. Norwegian: Norwegian Institute of Technology.
   Google Scholar
• Sang YF, Yu KS, Mao JH, Yu XT. 1992. Monitoring of stope surrounding rock stability and acoustic emission location system. Quarterly of CIMR. 12(3):34–37. (in Chinese).
   Google Scholar
• Senfaute G, Chambon C, Bigarre P, Guise Y, Josien JP. 1997. Spatial distribution of mining tremors and the relationship to rockburst hazard. Pure Appl Geophys. 150(3-4):451–459.
   Web of Science ®Google Scholar
• Shen B, King A, Guo H. 2008. Displacement, stress and seismicity in roadway roofs during mining -induced failure. Int J Rock Mech Min Sci. 45(5):672–688.
   Web of Science ®Google Scholar
• Solak T. 2009. Ground behavior evaluation for tunnels in blocky rock masses. unnelling Underground Space Technol. 24 (3):323–330.
   Web of Science ®Google Scholar
• Tang CA. 1997. Numerical simulation of progressive rock failure and associated seismicity. Int J Rock Mech Min Sci. 34(2):249–261.
   Web of Science ®Google Scholar
• Tang CA, Ma TH, Ding XL. 2009. On stress-forecasting strategy of earthquakes from stress buildup, stress shadow and stress transference (SSS) based on numerical approach. Earthq Sci. 22(1):53–62.
   Google Scholar
• Tang LZ, Pan CL, Yang CX, Guo R. 2006. Establishment and application of microseismicity monitoring system in Dongguashan Copper Mine. Metal Mine. (10):41–44. (in Chinese).
   Google Scholar
• Tang CA, Wang JM, Zhang JJ. 2010. Preliminary engineering application of microseismic monitoring technique to rockburst prediction in tunneling of Jinping II project. J Rock Mech Geotech Eng. 2(3):193–208.
   Google Scholar
• Tang CA, Xu XH. 1990. A cusp catastrophic model of rock unstable failure. Chinese J Rock Mech Engin. 9(2):100–107. (in Chinese).
   Google Scholar
• Teuscher P. 2009. Loetschberg base tunnel challenges in interior construction. BETON- Stahlbetonbau. 104(12):8520859.
   Web of Science ®Google Scholar
• Urbancic TI, Trifu CI. 2000. Recent advances in seismic monitoring technology at Canadian mines. J Appl Geophys. 45(4):225–237.
   Web of Science ®Google Scholar
• Wang JQ. 2007. Rockburst criticality evaluation and prevention counter measures in gold deposits, Hongxin gold mine as an example. Gold (6). 24–28. (in Chinese).
   Google Scholar
• Wang CH, Gao GY, Yang SX, Yao R, Huang LY. 2019. Analysis and prediction of stress fields of Sichuan-Tibet railway area based on contemporary tectonic stress field zoning in Western China. Chinese J Rock Mech Engin. 38(11):2242–2253. (in Chinese).
   Google Scholar
• Wang WQ, Hu QG, Ning GZ. 2018. Estimation of In-situ stress in rock mass in the tunnel of N-J hydropower station excavated with TBM. Soil Engin Foundation. 32(4):428–432. (in Chinese).
   Google Scholar
• Wang QH, Li XH, Ai JR, Tang BM, Yang J, Hu SB. 2003. Numerical simulation of rock deformation and rock-burst of Tongyu tunnel. Underground Space. (3):291–295. (in Chinese).
   Google Scholar
• Wang TS, Liu CY, Li HJ. 2019. Characteristics of Surrounding rock on the rock burst area of the Uzbekistan Kamchik tunnel. J Water Resour Architect Engin. 17(2):206–210. (in Chinese).
   Google Scholar
• Xiao YX, Feng XT, Li SJ, Feng GL, Yu Y. 2016. Rock mass failure mechanisms during the evolution of rockbursts in tunnels. Int J Rock Mech Min Sci. 83:174–181.
   Web of Science ®Google Scholar
• Xie HP, Ju Y, Li LY. 2005. Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles. Chinese J Rock Mech Engin. 24(17):3003–3010. (in Chinese).
   Google Scholar
• Xu SX. 1959. Design, construction and testing results of the type-581 seismograph. Acta Geophys Sin. 8(2):109–122.
   Google Scholar
• Yan ST. 2019. Study on correlation of influencing factors of rock burst in Gangmulashan Tunnel. Railway Construct Technol. 2019(11):10–13.. (in Chinese).
   Google Scholar
• Yan WB, Wang TT, Liu T. 2018. Rockburst mechanism and danger zone division of deep mining area of Changba Lead-Zinc Mine. Mining Res Devel. 38(5):50–55. (in Chinese).
   Google Scholar
• Zhang JJ, Fu BJ. 2008. Rockburst and its criteria and control. Chinese J Rock Mech Engin. 2008(10):2034–2042. (in Chinese).
   Google Scholar
• Zhang CQ, Lu JJ, Chen J, Zhou H, Yang FJ. 2017. Discussion on rock burst proneness indexes and their relation. Rock Soil Mech. 38(5):1397–1404. (in Chinese).
   Web of Science ®Google Scholar
• Zou CJ. 1996. Study on rockburst classifications of power tunnels of tianshengqiao (II) hydropower project. Hongshui River. 1996(3):48–50.
   Google Scholar