[1] 王仁坤, 邢万波, 杨云浩.水电站地下厂房超大洞室群建设技术综述[J].水力发电学报, 2016, 35(8):1-11.(Wang Renkun, Xing Wanbo, Yang Yunhao.Review on construction technologies of large-scale underground caverns in hydropower stations in China[J].Chinese Journal of Underground Space and Engineering, 2016, 35(8):1-11.(in Chinese))
[2] 江权, 侯靖, 冯夏庭, 等.锦屏二级水电站地下厂房围岩局部不稳定问题的实时动态反馈分析与工程调控研究[J].岩石力学与工程学报, 2008, 27(9):1899-1907.(Jiang Quan, Hou Jing, Feng Xiating, et al.Dynamic feedback analysis and engineering control of surrounding rock local instability in underground powerhouse of JinPing II hydropower station[J].Chinese Journal of Rock Mechanics and Engineering, 2008, 27(9):1899-1907 (in Chinese))
[3] 魏进兵, 邓建辉, 王俤剀, 等.锦屏一级水电站地下厂房围岩变形与破坏特征分析[J].岩石力学与工程学报,2010,29(6):1198-1205.(Wei Jinbing, Deng Jianhui, Wang Dikai, et al.Characterization of deformation and fracture for rock mass in underground powerhouse of JinPing I hydropower station[J].Chinese Journal of Rock Mechanics and Engineering, 2010, 29(6): 1198-1205 (in Chinese))
[4] 杨云浩, 王仁坤, 邢万波, 等.猴子岩水电站洞群硬脆性围岩变形破坏特征的3DEC分析[J].岩石力学与工程学报, 2015, 34(增2):4178-4186.(Yang Yunhao, Wang Renkun, Xing Wanbo, et al.Analysis of deformation and failure of hard rock mass surrounding underground openings in Houziyan hydropower station by 3DEC numerical simulation[J].Chinese Journal of Rock Mechanics and Engineering, 2015, 34(Supp.2): 4178-4186.(in Chinese))
[5] 董志宏, 钮新强, 丁秀丽, 等.乌东德左岸地下厂房洞室群施工期围岩变形特征及反馈分析[J].岩土力学, 2018, 39(增2):326-336.(Dong Zhihong, Niu Xinqiang, Ding Xiuli, et al.Deformation characteristics and feedback analysis of surrounding rock of underground powerhouse at left bank of Wudongde Hydropower Station[J].Rock and Soil Mechanics, 2018, 39(Supp.2): 326-336.(in Chinese))
[6] 何一纯, 丁秀丽, 吕风英, 等.大型抽水蓄能电站地下厂房围岩变形时效特征和反馈分析[J].长江科学院院报, 2020, 37(11):172-179.(He Yichun, Ding Xiuli, Lü Fengying, et al.Time effect of surrounding rock mass deformation and feedback analysis of underground powerhouse for large-scale pumped storage power station[J].Journal of Yangtze River Scientific Research Institute, 2020, 37(11): 172-179.(in Chinese))
[7] 杨琼, 佘鸿翔, 李志国, 等.猴子岩地下厂房上部开挖监测反馈及预测分析[J].地下空间与工程学报, 2016, 12(3):738-746.(Yang Qiong, She Hongxiang, Li Zhiguo, et al.Monitoring feedback and forecast analysis on excavation of the upper part of Houziyan underground powerhouse[J].Chinese Journal of Underground Space and Engineering, 2016, 12(3): 738-746.(in Chinese))
[8] 杨宗立,丁鹏,安瑞楠,等.乌东德水电站地下洞室群创新施工方法与技术[J].地下空间与工程学报,2024,20(6):2045-2053,2082.(Yang Zongli,Ding Peng,An Ruinan,et al.Innovative construction method and technology for underground caverns of Wudongde hydropower station[J].Chinese Journal of Underground Space and Engineering,2024,20(6):2045-2053,2082.(in Chinese))
[9] 刘天为,孙铨志.大型深埋地下洞室群围岩稳定离散元分析[J].地下空间与工程学报,2025,21(增1):232-243.(Liu Tianwei,Sun Quanzhi.Discrete Element Analysis of surrounding rocks stablility of large-scale deep-buried underground cavern groups[J].Chinese Journal of Underground Space and Engineering,2025,21(Supp.1):232-243.(in Chinese))
[10] 李鹏, 马行东, 黎昌有, 等.高应力区洞室浅表饼层型岩爆特征和机制研究[J].地下空间与工程学报, 2021, 17(增2):986-990.(Li Peng, Ma Xingdong, Li Changyou, et al.Study on characteristics and mechanism of shallow cake rockburst in cavern in high stress area[J].Chinese Journal of Underground Space and Engineering, 2021, 17(Supp.2): 986-990.(in Chinese))
[11] 张頔, 李邵军, 徐鼎平, 等.双江口水电站主厂房开挖初期围岩变形破裂与稳定性分析研究[J].岩石力学与工程学报, 2021, 40(3): 520-532.(Zhang Di, Li Shaojun, Xü Dingping, et al.Investigation on deformation and cracking behaviors and stability analysis of surrounding rock mass of underground main powerhouse of Shuangjiangkou hydropower station during preliminary excavation[J].Chinese Journal of Rock Mechanics and Engineering, 2021, 40(3): 520-532.(in Chinese))
[12] 钱波, 徐奴文, 肖培伟, 等.双江口水电站地下厂房顶拱开挖围岩损伤分析及变形预警研究[J].岩石力学与工程学报, 2019, 38(12): 2512-2524.(Qian Bo, Xü Nuwen, Xiao Peiwei, et al.Damage analysis and deformation early warning of surrounding rock mass during top arch excavation of underground powerhouse of Shuangjiangkou hydropower station[J].Chinese Journal of Rock Mechanics and Engineering, 2019, 38(12): 2512-2524.(in Chinese))
[13] 项吕, 朱维申, 马庆松, 等.双江口工程地下洞室群围岩损伤及稳定性研究[J].岩土力学, 2011, 32(增2):551-555.(Xiang Lü, Zhu Weishen, Ma Qingsong, et al.Damage and stability analysis of Shuangjiangkou underground caverns[J].Rock and Soil Mechanics, 2011, 32(Supp.2): 551-555.(in Chinese))
[14] 中国电建集团成都勘测设计研究院有限公司.双江口水电站可行性研究报告[R].成都: 中国电建集团成都勘测设计研究院有限公司, 2007.(PowerChina Chengdu Engineering Corporation Limited.Feasibility study report of Shuangjiangkou hydropower station[R].Chengdu: PowerChina Chengdu Engineering Corporation Limited, 2007.(in Chinese))
[15] 黄书岭, 丁秀丽, 廖成刚, 等.深切河谷区水电站厂址初始应力场规律研究及对地下厂房布置的思考[J].岩石力学与工程学报, 2014, 33(11):2210-2224.(Huang Shuling, Ding Xiuli, Liao Chenggang, et al.Initial 3D geostress field recognition of high geostress field at deep valley region and considerations on underground powerhouse layout[J].Chinese Journal of Rock Mechanics and Engineering, 2014, 33(11): 2210-2224.(in Chinese))
[16] 杨云浩, 巨珺, 尹华安.水电洞群围岩稳定与反馈分析辅助程序开发应用[A] //中国水力发电工程学会.中国水电青年科技论坛论文集[C].北京:中国电力出版社, 2022: 75-85.(Yang Yunhao, Ju Jun, Yin Huaan.Development and application of computer aided software for stability and feedback analysis of underground openings in hydropower stations[A] // China Society for Hydropower Engineering.ed.China Hydropower Technology Youth Forum Symposium[C].Beijing: China Electric Power Press, 2022: 75-85.(in Chinese))
[17] 吴兴春, 王思敬, 丁恩保.岩体变形模量随深度的变化关系[J].岩石力学与工程学报, 1998, 17(5): 487-492.(Wu Xingchun, Wang Sijing, Ding Enbao.Relationship between rock mass deformability modulus and the depth[J].Chinese Journal of Rock Mechanics and Engineering, 1998,17(5):487-492.(in Chinese))
[18] 严鹏, 张晨, 高启栋, 等.不同损伤程度下岩石力学参数变化的声波测试[J].岩土力学,2015,36(12):3425-3432.(Yan Peng, Zhang Chen, Gao Qidong, et al.Acoustic wave test on mechanical properties variation of rocks under different damage degrees[J].Rock and Soil Mechanics, 2015, 36(12): 3425-3432.(in Chinese))
[19] 卢波, 张玉峰, 邬爱清, 等.地应力张量特征对地下洞室轴线方位优化的启示[J].工程科学与技术, 2021, 53(2): 54-65.(Lu Bo, Zhang Yufeng, Wu Aiqing, et al.Implications of geo-stress tensor characteristics in optimizing the azimuth of underground cavern[J].2021, 53(2): 54-65.(in Chinese))
