[1]BehniaM, SeifabadMC, 2018. Stability analysis and optimization of the support system of an underground powerhouse cavern considering rock mass variability. Environmental Earth Sciences, 77(18):645.

[2]BrochE, 2016. Planning and utilisation of rock caverns and tunnels in Norway. Tunnelling and Underground Space Technology, 55:329-338.

[3]ChenBR, FengXT, HuangSL, et al., 2011. Spatial-temporal feature of stress field evolution for Jinping II marble excavation in high stress zone. Materials Research Innovations, 15(S1):S535-S538.

[4]ChenF, HeC, DengJH, 2015. Concept of high geostress and its qualitative and quantitative definitions. Rock and Soil Mechanics, 36(4):971-980 (in Chinese).

[5]ChenYF, ZhengHK, WangM, et al., 2015. Excavation-induced relaxation effects and hydraulic conductivity variations in the surrounding rocks of a large-scale underground powerhouse cavern system. Tunnelling and Underground Space Technology, 49:253-267.

[6]DadashiE, NoorzadA, ShahriarK, et al., 2017. Hydro-mechanical interaction analysis of reinforced concrete lining in pressure tunnels. Tunnelling and Underground Space Technology, 69:125-132.

[7]DaiF, LiB, XuNW, et al., 2016. Deformation forecasting and stability analysis of large-scale underground powerhouse caverns from microseismic monitoring. International Journal of Rock Mechanics and Mining Sciences, 86:269-281.

[8]DengZY, LiangNH, LiuXR, et al., 2021. Analysis and application of friction calculation model for long-distance rock pipe jacking engineering. Tunnelling and Underground Space Technology, 115:104063.

[9]DengZY, LiuXR, ZhouXH, et al., 2022. Main engineering problems and countermeasures in ultra-long-distance rock pipe jacking project: water pipeline case study in Chongqing. Tunnelling and Underground Space Technology, 123:104420.

[10]DongJY, YangJH, YangGX, et al., 2011. Analysis on causes of deformation and failure of large scale underground powerhouse. Applied Mechanics and Materials, 71-78:644-650.

[11]FanQX, WangYF, 2010. Stability analysis of layered surrounding rock mass of large underground powerhouse of Xiangjiaba hydropower station. Chinese Journal of Rock Mechanics and Engineering, 29(7):1307-1313 (in Chinese).

[12]FanQX, WangYF, 2011. A case study of rock mass engineering of underground powerhouse at Xiluodu hydropower station. Chinese Journal of Rock Mechanics and Engineering, 30(S1):2986-2993 (in Chinese).

[13]FanQX, LiuYY, WangY, 2011. Construction and monitoring study of large underground powerhouse caverns of Xiangjiaba hydropower station. Chinese Journal of Rock Mechanics and Engineering, 30(4):666-676 (in Chinese).

[14]FanQX, ZhouSW, LiBF, 2012a. Key technologies of rock engineering for construction of Xiluodu superhigh arch dam. Chinese Journal of Rock Mechanics and Engineering, 31(10):1998-2015 (in Chinese).

[15]FanQX, LiuYY, YiZ, 2012b. Key technology of tailrace system at Xiangjiaba right-bank underground powerhouse. Chinese Journal of Rock Mechanics and Engineering, 31(12):2377-2388 (in Chinese).

[16]FanQX, LiY, WangHB, et al., 2018. Discussion on ventilation technique during construction of ultra-large underground caverns for Baihetan hydropower station. Water Resources and Hydropower Engineering, 49(9):110-119 (in Chinese).

[17]FanQX, LinP, JiangS, et al., 2020. Review on the rock mechanics and engineering practice for large hydropower stations along the downstream section of the Jinsha river. Journal of Tsinghua University (Science and Technology), 60(7):537-556 (in Chinese).

[18]FanQX, LinP, WeiPC, et al., 2021a. Intelligent construction of hydraulic engineering in high altitude areas: challenges and strategies. Journal of Hydraulic Engineering, 52(12):1404-1417 (in Chinese).

[19]FanQX, WangZL, HeW, et al., 2021b. Technological innovations in construction of underground caverns in basaltic rocks at Baihetan hydropower station on Jinsha river. Scientia Sinica Technologica, 51(9):1088-1106 (inChinese).

[20]FengX, XuD, ChenD, et al., 2015. Discrete Element Analysis of Stability of Surrounding Rock of Upstream Side Wall of 7#~8# Unit Section of Right Bank Main Powerhouse. Report No. IRSM-IRM-WDDDC-15, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China(in Chinese).

[21]GanDQ, YangX, ZhangYP, et al., 2019. Stability analysis of underground multicavities in bench blasting vibration. Mathematical Problems in Engineering, 2019:4014761.

[22]GhorbaniM, SharifzadehM, 2009. Long term stability assessment of Siah Bisheh powerhouse cavern based on displacement back analysis method. Tunnelling and Underground Space Technology, 24(5):574-583.

[23]HanG, ZhouH, ChenJL, et al., 2019. Engineering geological properties of interlayer staggered zones at Baihetan hydropower station. Rock and Soil Mechanics, 40(9):3559-3568 (in Chinese).

[24]HoekE, BrownET, 1980. Underground Excavations in Rock. CRC Press, Boca Raton, USA, p.527.

[25]HoekE, Carranza-TorresC, CorkumB, 2002. Hoek-Brown Failure Criterion–2002 Edition. https://static.rocscience.cloud/assets/verification-and-theory/RSData/Hoek-Brown-Failure-Criterion-2002-Edition.pdf

[26]HoekE, CarterTG, DiederichsMS, 2013. Quantification of the geological strength index chart. Proceedings of the 47th U.S. Rock Mechanics/Geomechanics Symposium, p.1757-1764.

[27]HuZH, XuNW, DaiF, et al., 2018. Stability and deformation mechanism of bedding rock masses at the underground powerhouse of Wudongde hydropower station. Rock and Soil Mechanics, 39(10):3794-3802 (in Chinese).

[28]HuZH, XuNW, LiB, et al., 2020. Stability analysis of the arch crown of a large-scale underground powerhouse during excavation. Rock Mechanics and Rock Engineering, 53(6):2935-2943.

[29]HuangJH, LuoY, ZhangG, et al., 2022. Numerical analysis on rock blasting damage in Xiluodu underground powerhouse using an improved constitutive model. European Journal of Environmental and Civil Engineering, 26(7):3009-3026.

[30]HuangSL, DingXL, ZhangYT, et al., 2020. Field and numerical investigation of high wall stability with thin, steeply dipping strata in an underground powerhouse. International Journal of Geomechanics, 20(6):04020055.

[31]IshidaT, KanagawaT, UchitaY, 2014. Acoustic emission induced by progressive excavation of an underground powerhouse. International Journal of Rock Mechanics and Mining Sciences, 71:362-368.

[32]JiangQ, FengXT, FanYL, et al., 2017. In situ experimental investigation of basalt spalling in a large underground powerhouse cavern. Tunnelling and Underground Space Technology, 68:82-94.

[33]JiangQ, FengXT, LiSJ, et al., 2019. Cracking-restraint design method for large underground caverns with hard rock under high geostress condition and its practical application. Chinese Journal of Rock Mechanics and Engineering, 38(6):1081-1101 (in Chinese).

[34]JiangRC, DaiF, LiuY, et al., 2020. An automatic classification method for microseismic events and blasts during rock excavation of underground caverns. Tunnelling and Underground Space Technology, 101:103425.

[35]JiangX, XuNW, ZhouZ, et al., 2019. Failure mechanism of surrounding rock of bus-bar tunnels at Lianghekou hydropower station subjected to excavation. Rock and Soil Mechanics, 40(1):305-314 (in Chinese).

[36]JinCY, MaZY, ZhangYL, 2009. Prediction of surrounding deformations of underground powerhouse using ANFIS. Journal of Dalian University of Technology, 49(4):576-579 (in Chinese).

[37]JingMG, ZhuL, LiuKP, et al., 2015. Study of blasting excavation of Nanganqu hydraulic tunnel in Xiangjiaba hydropower station. Blasting, 32(3):133-138 (in Chinese).

[38]KumarK, SainiRP, 2022. A review on operation and maintenance of hydropower plants. Sustainable Energy Technologies and Assessments, 49:101704.

[39]KumarV, JhaPC, SinghNP, et al., 2021. Dynamic stability evaluation of underground powerhouse cavern using microseismic monitoring. Geotechnical and Geological Engineering, 39(3):1795-1815.

[40]LiB, DaiF, XuNW, et al., 2013. Establishment and application of microseismic monitoring system to deep-buried underground powerhouse. Advanced Materials Research, 838-841:889-893.

[41]LiHB, YangXG, ZhangXB, et al., 2017. Deformation and failure analyses of large underground caverns during construction of the Houziyan hydropower station, Southwest China. Engineering Failure Analysis, 80:164-185.

[42]LiX, LiYL, ZhangP, et al., 2017. Precision analysis of seepage monitoring optimization mathematical model for dam body of Pubugou hydropower station. Water Resources and Power, 35(12):55-57 (in Chinese).

[43]LiXP, LvJL, LuoY, et al., 2018. Mechanism study on elevation effect of blast wave propagation in high side wall of deep underground powerhouse. Shock and Vibration, 2018:4951948.

[44]LiXP, BianX, LuoY, et al., 2020. Study on attenuation law of blasting vibration propagation of side wall of underground cavern. Rock and Soil Mechanics, 41(6):2063-2069 (in Chinese).

[45]LiY, ZhuWS, FuJW, et al., 2014. A damage rheology model applied to analysis of splitting failure in underground caverns of Jinping I hydropower station. International Journal of Rock Mechanics and Mining Sciences, 71:224-234.

[46]LinP, WangRK, KangSZ, et al., 2011. Key problems of foundation failure, reinforcement and stability for superhigh arch dams. Chinese Journal of Rock Mechanics and Engineering, 30(10):1945-1958 (in Chinese).

[47]LinP, ZhouYN, LiuHY, et al., 2013. Reinforcement design and stability analysis for large-span tailrace bifurcated tunnels with irregular geometry. Tunnelling and Underground Space Technology, 38:189-204.

[48]LinP, LiuHY, ZhouWY, 2015. Experimental study on failure behaviour of deep tunnels under high in-situ stresses. Tunnelling and Underground Space Technology, 46:28-45.

[49]LinP, ShiJ, WeiPC, et al., 2019. Shallow unloading deformation analysis on Baihetan super-high arch dam foundation. Bulletin of Engineering Geology and the Environment, 78(8):5551-5568.

[50]LiuW, 2010. Construction technology of twice tensioning for high-strength prestressed anchor bolt for rock-wall crane beam in underground powerhouse of Pengshui hydropower station. Water Resources and Hydropower Engineering, 41(7):57-59 (in Chinese).

[51]LuJJ, FangD, LiLQ, 2018. Optimal design of supporting for underground powerhouse on left bank of Baihetan hydropower station. Water Resources and Hydropower Engineering, 49(8):128-135 (in Chinese).

[52]LuoDN, LinP, LiQB, et al., 2015. Effect of the impounding process on the overall stability of a high arch dam: a case study of the Xiluodu dam, China. Arabian Journal of Geosciences, 8(11):9023-9041.

[53]LuoST, YangFJ, ZhouH, et al., 2020. Multi-index prediction method for maximum convergence deformation of underground powerhouse side wall based on statistical analysis. Rock and Soil Mechanics, 41(10):3415-3424 (in Chinese).

[54]LvXL, ChiSC, 2018. Strain analysis of the Nuozhadu high rockfill dam during initial impoundment. Mathematical Problems in Engineering, 2018:7291473.

[55]MaK, ZhangJH, ZhouZ, et al., 2020. Comprehensive analysis of the surrounding rock mass stability in the underground caverns of Jinping I hydropower station in Southwest China. Tunnelling and Underground Space Technology, 104:103525.

[56]MenéndezJ, SchmidtF, KonietzkyH, et al., 2019. Stability analysis of the underground infrastructure for pumped storage hydropower plants in closed coal mines. Tunnelling and Underground Space Technology, 94:103117.

[57]MWR (Ministry of Water Resources of the People’s Republic of China), 2014. Design Code for Hydropower House, SL 266-2014. MWR, Beijing, China(in Chinese).

[58]PanthiKK, BrochE, 2022. Underground hydropower plants. Comprehensive Renewable Energy, 6:126-146.

[59]PinheiroM, EmeryX, MirandaT, et al., 2021. Using geotechnical scenarios for underground structure analysis: a case study in a hydroelectric complex in northern Portugal. Tunnelling and Underground Space Technology, 111:103855.

[60]RezaeiM, RajabiM, 2018. Vertical displacement estimation in roof and floor of an underground powerhouse cavern. Engineering Failure Analysis, 90:290-309.

[61]ShenJY, PriestSD, KarakusM, 2012. Determination of Mohr–Coulomb shear strength parameters from generalized Hoek–Brown criterion for slope stability analysis. Rock Mechanics and Rock Engineering, 45(1):123-129.

[62]ShiAC, LiCJ, HongWB, et al., 2022. Comparative analysis of deformation and failure mechanisms of underground powerhouses on the left and right banks of Baihetan hydropower station. Journal of Rock Mechanics and Geotechnical Engineering, 14(3):731-745.

[63]ShiJ, LinP, ZhouYD, et al., 2018. Reinforcement analysis of toe blocks and anchor cables at the Xiluodu super-high arch dam. Rock Mechanics and Rock Engineering, 51(8):2533-2554.

[64]SongSW, FengXM, LiaoCG, et al., 2016. Measures for controlling large deformations of underground caverns under high in-situ stress condition–a case study of Jinping I hydropower station. Journal of Rock Mechanics and Geotechnical Engineering, 8(5):605-618.

[65]SunH, DuWS, LiuC, 2021. Uniaxial compressive strength determination of rocks using X-ray computed tomography and convolutional neural networks. Rock Mechanics and Rock Engineering, 54(8):4225-4237.

[66]SunYP, LiB, DongLL, et al., 2021. Microseismic moment tensor based analysis of rock mass failure mechanism surrounding an underground powerhouse. Geomatics, Natural Hazards and Risk, 12(1):1315-1342.

[67]WangM, LiHB, HanJQ, et al., 2019. Large deformation evolution and failure mechanism analysis of the multi-freeface surrounding rock mass in the Baihetan underground powerhouse. Engineering Failure Analysis, 100:214-226.

[68]WangM, ZhouJW, ShiAC, et al., 2020. Key factors affecting the deformation and failure of surrounding rock masses in large-scale underground powerhouses. Advances in Civil Engineering, 2020:8843466.

[69]WangQ, ShaoL, 2010. Stability analysis of Nuozhadu rock-fill dam based on non-circular slip surface. Water Resources and Power, 28(10):56-58 (in Chinese).

[70]WangZS, LiY, ZhuWS, et al., 2016. Splitting failure in side walls of a large-scale underground cavern group: a numerical modelling and a field study. SpringerPlus, 5(1):1528.

[71]WenLF, LiYL, ChaiJR, 2020. Numerical simulation and performance assessment of seepage control effect on the fractured surrounding rock of the Wunonglong underground powerhouse. International Journal of Geomechanics, 20(12):05020006.

[72]WuAQ, WangJM, ZhouZ, et al., 2016. Engineering rock mechanics practices in the underground powerhouse at Jinping I hydropower station. Journal of Rock Mechanics and Geotechnical Engineering, 8(5):640-650.

[73]WuFQ, HuXH, GongMF, et al., 2010. Unloading deformation during layered excavation for the underground powerhouse of Jinping I hydropower station, Southwest China. Bulletin of Engineering Geology and the Environment, 69(3):343-351.

[74]XiaoPW, LiTB, XuNW, et al., 2019. Microseismic monitoring and deformation early warning of the underground caverns of Lianghekou hydropower station, Southwest China. Arabian Journal of Geosciences, 12(16):496.

[75]XiaoYX, FengXT, FengGL, et al., 2016. Mechanism of evolution of stress–structure controlled collapse of surrounding rock in caverns: a case study from the Baihetan hydropower station in China. Tunnelling and Underground Space Technology, 51:56-67.

[76]ZhangCH, ZhangYL, 2009. Nonlinear dynamic analysis of the Three Gorge project powerhouse excited by pressure fluctuation. Journal of Zhejiang University-SCIENCE A, 10(9):1231-1240.

[77]ZhangJH, WangRK, ZhouZ, et al., 2018. Pre-load factor of the pre-stressed anchor cable in underground powerhouse with high geo-stress. Rock and Soil Mechanics, 39(3):1002-1008 (in Chinese).

[78]ZhangQY, LiF, DuanK, et al., 2021. Experimental investigation on splitting failure of high sidewall cavern under three-dimensional high in-situ stress. Tunnelling and Underground Space Technology, 108:103725.

[79]ZhouYY, XuDP, GuGK, et al., 2019. The failure mechanism and construction practice of large underground caverns in steeply dipping layered rock masses. Engineering Geology, 250:45-64.

[80]ZhuWS, SunAH, WangWT, et al., 2007. Study on prediction of high wall displacement and stability judging method of surrounding rock for large cavern groups. Chinese Journal of Rock Mechanics and Engineering, 26(9):1729-1736 (in Chinese).

[81]ZhuWS, LiXJ, ZhangQB, et al., 2010. A study on sidewall displacement prediction and stability evaluations for large underground power station caverns. International Journal of Rock Mechanics and Mining Sciences, 47(7):1055-1062.