[2] [2] FAN Qixiang,LIN Peng,WEI Pengcheng,et al.Intelligent construction of hydraulic engineering in high altitude areas:challenges and strategies[J].Journal of Hydraulic Engineering,2021,52(12):14041417.（in Chinese）

[4] [4] FAN Qixiang,LIN Peng,JIANG Shu,et al.Review on the rock mechanics and engineering practice for large hydropower stations along the downstream section of the Jinsha River[J].Journal of Tsinghua University(Science and Technology),2020,60(7):537556.（in Chinese）

[5] [5] HUANG S,DING X,ZHANG Y,et al.Field and numerical investigation of high wall stability with thin,steeply dipping strata in an underground powerhouse[J].International Journal of Geomechanics,2020,20(6):4020055.

[7] [7] GAO Qiao.Research on the damage evolution law of the surrounding rock of underground plant of pumped storage power station[D].Dalian：Dalian University of Technology,2019.（in Chinese）

[8] [8] MA K,ZHANG J,ZHOU Z,et al.Comprehensive analysis of the surrounding rock mass stability in the underground caverns of Jinping I hydropower station in Southwest China[J].Tunnelling and Underground Space Technology,2020,104:103525.

[10] [10] GAO Qiao,MA Ke,TANG Chunan,et al.Microseismicity and stability of underground powerhouse at huanggou pumpedstorage power station subjected to excavation[J].Tunnel Construction,2019,39(5):775782.（in Chinese）

[11] [11] LUO D,LIN P,LI Q,et al.Effect of the impounding process on the overall stability of a high arch dam:a case study of the Xiluodu dam,China[J].Arabian Journal of Geosciences,2015,8(11):90239041.

[12] [12] LIN P,ZHOU Y,LIU H,et al.Reinforcement design and stability analysis for largespan tailrace bifurcated tunnels with irregular geometry[J].Tunnelling and Underground Space Technology,2013,38:189204.

[14] [14] LIN Peng,WANG Renkun,KANG Shengzu,et al.Key problems of foundation failure,reinforcement and stability for superhigh arch dams[J].Journal of Rock Mechanics and Engineering,2011,30(10):19451958.（in Chinese）

[16] [16] LI Hongtao.Study on construction procedure and excavation method of the large underground powerhouse[D].Wuhan：Wuhan University,2004.（in Chinese）

[18] [18] YUAN Guangyu,HU Zhigen.Construction of water conservancy project[M].Beijing:China Water Conservancy and Hydropower Press,2016.（in Chinese）

[20] [20] QU Shijie,LIU Jifei.Numerical analysis of joint angle effect on cracking with presplit blasting[J].Rock and Soil Mechanics,2015,36(1):189194,204.（in Chinese）

[22] [22] LIU Jifei,QU Shijie.Experimental study of influence of joint angle of strike on explosive stress wave propagation[J].Blasting,2014,31(2):5761,66.（in Chinese）

[24] [24] YUAN Kang.Principles of seam formation and parameter calculation by precracking blasting[J].Blasting,2013,30(1):5862.（in Chinese）