Evaluation of blasting parameters for hydraulic tunnels based on multiple monitoring information

References

• Blair DP. 2014. Blast vibration dependence on charge length, velocity of detonation and layered media. Int J Rock Mech Min. 65:29–39. doi: 10.1016/j.ijrmms.2013.11.007.
   Web of Science ®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. doi: 10.1016/S1365-1609(01)00068-5.
   Web of Science ®Google Scholar
• China Electricity Council. 2016. Code for hydropower engineering geological investigation: GB 50287-2016. Chinese.
   Google Scholar
• China Engineering Blasting Association. 2014. Safety regulations for blasting: GB 6722-2014. Chinese.
   Google Scholar
• Guodian Jinshajiang Xulong Hydropower Development Co., Ltd. 2021. Bidding document for the diversion tunnel construction of Xulong Hydropower Station in the upper reaches of Jinsha River. Chinese.
   Google Scholar
• Jiang N, Zhu B, Zhou CB, Li HB, Wu BB, Yao YK, Wu TY. 2021a. Blasting vibration effect on the buried pipeline: a brief overview. Eng Fail Anal. 129:105709. doi: 10.1016/j.engfailanal.2021.105709.
   Web of Science ®Google Scholar
• Jiang Q, Shi YE, Yan F, Zheng H, Kou YY, He BG. 2021b. Reconstitution method for tunnel spatiotemporal deformation based on 3D laser scanning technology and corresponding instability warning. Eng Fail Anal. 125:105391. doi: 10.1016/j.engfailanal.2021.105391.
   Web of Science ®Google Scholar
• Jiang Q, Zhong S, Pan PZ, Shi YE, Guo HG, Kou YY. 2020. Observe the temporal evolution of deep tunnel’s 3D deformation by 3D laser scanning in the Jinchuan No. 2 Mine. Tunn Undergr Space Technol. 97:103237. doi: 10.1016/j.tust.2019.103237.
   Web of Science ®Google Scholar
• Koh TK, Miles NJ, Morgan SP, Hayes-Gill BR. 2009. Improving particle size measurement using multi—flash imaging. Miner Eng. 22(6):537–543. doi: 10.1016/j.mineng.2008.12.005.
   Web of Science ®Google Scholar
• Li B, Ding QF, Xu NW, Dai F, Xu Y, Qu HL. 2022. Characteristics of microseismic b–value associated with rock mass large deformation in underground powerhouse caverns at different stress levels. J Cent South Univ. 29(2):693–711. doi: 10.1007/s11771-022-4946-4.
   Web of Science ®Google Scholar
• Li B, Xu NW, Xiao PW, Xia Y, Zhou X, Gu GK, Yang XG. 2023. Microseismic monitoring and forecasting of dynamic disasters in underground hydropower projects in southwest China: a review. J Rock Mech Geotech Eng. 15(8):2158–2177. doi: 10.1016/j.jrmge.2022.10.017.
   Web of Science ®Google Scholar
• Li XP, Chen JH, Li YH, Dai YF. 2010. Study of criterion and damage zone induced by excavation blasting of underground powerhouse of Xiluodu hydropower station. Chin J Rock Mech Eng. 29(10):2042–2049. Chinese.
   Google Scholar
• Liang QG, An YF, Zhao L, Li DW, Yan LP. 2011. Comparative study on calculation methods of blasting vibration velocity. Rock Mech Rock Eng. 44(1):93–101. doi: 10.1007/s00603-010-0108-3.
   Web of Science ®Google Scholar
• Martino JB, Chandler NA. 2004. Excavation-induced damage studies at the underground research laboratory. Int J Rock Mech Min Sci. 41(8):1413–1426. doi: 10.1016/j.ijrmms.2004.09.010.
   Web of Science ®Google Scholar
• Mei J, Zhang WZ, Xu BS, Zhu YX, Wang BK. 2021. Optimization methods of blasting parameters of large cross-section tunnel in horizontal layered rock mass. Geotech Geol Eng. 39(7):5309–5323. doi: 10.1007/s10706-021-01834-8.
   Web of Science ®Google Scholar
• Qian QH, Zhou XP. 2018. Failure behaviors and rock deformation during excavation of underground cavern group for Jinping I Hydropower Station. Rock Mech Rock Eng. 51(8):2639–2651. doi: 10.1007/s00603-018-1518-x.
   Web of Science ®Google Scholar
• Ramulu M, Chakraborty AK, Sitharam TG. 2009. Damage assessment of basaltic rock mass due to repeated blasting in a railway tunnelling project: a case study. Tunn Undergr Space Technol. 24(2):208–221. doi: 10.1016/j.tust.2008.08.002.
   Web of Science ®Google Scholar
• Ren FY, Sow TAM, He RX, Liu XR. 2012. Optimization and application of blasting parameters based on the “pushing-wall” mechanism. Int J Miner Metall Mater. 19(10):879–885. doi: 10.1007/s12613-012-0642-y.
   Google Scholar
• Singh A, Scoble M, Lizotte Y, Crowther G. 1991. Characterization of underground rock fragmentation. Geotech Geol Eng. 9(2):93–107. doi: 10.1007/BF00881252.
   Google Scholar
• Sun YP, Su HJ, Xiao PW, Li P, Li B, Zhou X, Biao KQ, Xu NW. 2023. Visualization and early warning analysis of damage degree of surrounding rock mass in underground powerhouse. Int J Min Sci Technol. 33:2158–2177.
   Web of Science ®Google Scholar
• Tian X, Song Z, Wang J. 2019. Study on the propagation law of tunnel blasting vibration in stratum and blasting vibration reduction technology. Soil Dyn Earthq Eng. 126:105813. doi: 10.1016/j.soildyn.2019.105813.
   Web of Science ®Google Scholar
• Xiao PW, Mao HY, Qian B, Li B, Yang XG, Xu NW. 2022. Stability analysis of surrounding rock mass in underground powerhouse considering damage effect of microfractures. J Rock Mech Geotech Eng. 14(4):1115–1130. doi: 10.1016/j.jrmge.2022.01.007.
   Web of Science ®Google Scholar
• Xu NW, Dai F, Li B, Zhu YG, Zhao T, Yang DS. 2017. Comprehensive evaluation of excavation-damaged zones in the deep underground caverns of the Houziyan hydropower station, Southwest China. B Eng Geol Environ. 79(1):275–293.
   Google Scholar
• Xu NW, Li TB, Dai F, Zhang R, Tang CA, Tang LX. 2016. Microseismic monitoring of strainburst activities in deep tunnels at the Jinping II hydropower station, China. Rock Mech Rock Eng. 49(3):981–1000. doi: 10.1007/s00603-015-0784-0.
   Web of Science ®Google Scholar
• Xu SD, Li YH, Liu JP, Zhang FP. 2019. Optimization of blasting parameters for an underground mine through prediction of blasting vibration. J Vib Control. 25(9):1585–1595. doi: 10.1177/1077546319829938.
   Web of Science ®Google Scholar
• Yan P, Lu WB, Chen M, Hu YG, Zhou CB, Wu XX. 2015. Contributions of in-situ stress transient redistribution to blasting excavation damage zone of deep tunnels. Rock Mech Rock Eng. 48(2):715–726. doi: 10.1007/s00603-014-0571-3.
   Web of Science ®Google Scholar
• Zhao JS, Duan SQ, Chen BR, Li L, He BG, Li PX, Liu GF. 2024. Failure mechanism of rock masses with complex geological conditions in a large underground cavern: a case study. Soil Dyn Earthq. Eng. 177:108439. doi: 10.1016/j.soildyn.2023.108439.
   Web of Science ®Google Scholar