[3] ZHAO Gen, LI Wei-chao.Development of underwater blasting technology[J].Blasting,2020,37(1):1-12.(in Chinese)
[6] WANG Xiao-lin,JIN-Long,ZHENG Qing-yuan,et al.Influence of the concrete coffer demolition blasting on the dam safety[J].Journal of Xi′an University of Science and Technology,2015,35(1):15-20.(in Chinese)
[9] WU Xin-xia, SHA Bao-wei.Study on blasting controlled standartd of lntake cofferdam explosive demdition at Bailianhe Pumped Storage Power Station[J].Blasting,2010,27(1):99-103.(in Chinese)
[11] HU Ying-guo,WU Xin-xia,ZHAO Gen, et al.Determination of safety control standard for high rock slopes under blasting Vibration[J].Chinese Journal of Rock Mechanics and Engineering,2016,35(11):2208-2216.(in Chinese)
[13] LI Jin-he,LIU Mei-shan.Blasting demolition technology and effect analysis of the diversion tunnel cofferdam in Xi-LuoDu hydropower station[J].Engineering Blasting,2011,17(3):53-57.(in Chinese)
[15] ZHANG Wen-xuan,LIU Mei-shan.Research on safety protection problems in blasting demolition of cofferdam and rock ridge of large hydropower station[J].Engineering Blasting,2008,14(4):76-81.(in Chinese)
[17] WANG Hong-bin,WANG Xiao.Explosive demolition technology analysis of diversion tunnel cofferdam at left bank in Baihetan hydropower station[J].Blasting,2017,34(1):108-112.(in Chinese)
[19] CHAI Xiu-Wei,LIANG Kai-shui.Research on propagation characteristic of water shock wave induced by underwater drilling blasting in different direction[J].Blasting,2012,29(1):19-22.(in Chinese)