[2] FRALDI M，GUARRACINO F. Limit analysis of collapse mechanism in cavities and tunnels according the Hoek-Brown failure criterion[J]. International Journal of Rock Mechanics and Mining Sciences，46(4)：665–673.
[3] 黄 阜，张 敏，王志文，等. 基于空间离散技术的顶部隐伏溶洞诱发隧道围岩塌方破坏三维稳定性研究[J]. 岩石力学与工程学报，2025，44(5)：1 191–1 203.(HUANG Fu，ZHANG Min，WANG Zhiwen，et al. Three-dimensional stability study of tunnel surrounding rocks induced by a concealed karst cave based on spatial discretization technique[J]. Chinese Journal of Rock Mechanics and Engineering，2025，44(5)：1 191–1 203.(in Chinese))
[4] 张世殊，王 鹏，张 开，等. 基于全过程信息的多源数据融合隧道超前地质预报方法[J]. 岩石力学与工程学报，2025，44(4)：838–849.(ZHANG Shishu，WANG Peng，ZHANG Kai，et al. An advanced geological forecast method of tunnels based on multi-source data fusion of full-process information[J]. Chinese Journal of Rock Mechanics and Engineering，2025，44(4)：838–849.(in Chinese))
[5] 窦万和. 围岩坍方机制分析与坍方预测方法探讨[J]. 岩石力学与工程学报，1988，7(3)：203–214.(DOU Wanhe. Analysis on the mechanism of collapse and discussions on its prediction method[J]. Chinese Journal of Rock Mechanics and Engineering，1988，7(3)：203–214.(in Chinese))
[6] 钱七虎，李树忱. 深部岩体工程围岩分区破裂化现象研究综述[J]. 岩石力学与工程学报，2008，25(6)：1 278–1 284.(QIAN Qihu，LI Shuchen. A review of research on zonal disintegration phenomenon in dep rock mass engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2008，25(6)：1 278–1 284.(in Chinese))
[7] 谢和平. 深部岩体力学与开采理论研究进展[J]. 煤炭学报，2019，44(5)：1 283–1 305.(XIE Heping. Research review of the state key research development program of China：Deep rock mechanics and mining theory[J]. Journal of China Coal Society，2019，44(5)：1 283–1 305.(in Chinese))
[8] LIU G F，RAN G H，LI Z Q，et al. An insight into the effect of primary hidden microfissures on mechanical behaviors and failure characteristics of brittle basalt[J]. Theoretical and Applied Fracture Mechanics，2023，128(6)：104138.
[9] FENG X T，YANG C X，KONG R，et al. Excavation-induced deep hard rock fracturing：Methodology and applications[J]. Journal of Rock Mechanics and Geotechnical Engineering，2022，14(1)：1–34.
[10] MARTIN C D，KAISER P K，MCCREATH D R. Hoek-Brown parameters for predicting the depth of brittle failure around tunnels[J]. Canadian Geotechnical Journal，1999，36(1)：136–151.
[11] XIAO Y X，FENG X T，FENG G L，et al. Mechanism of evolution of stress-structure controlled collapse of surrounding rock in caverns：A case study from the Baihetan hydropower station in China[J]. Tunnelling and Underground Space Technology，2016，51(1)：56–67.
[12] 张倬元，王士天，王兰生. 工程地质分析原理[M]. 北京：地质出版社，1994：337–341.(ZHANG Zhuoyuan，WANG Shitian，WANG Lansheng. Principle of engineering geology analysis[M]. Beijing：Geological Publishing House，1994：337–341.(in Chinese))
[13] 徐林生，李永林，程崇国. 公路隧道围岩变形破裂类型与等级的判定[J]. 重庆交通学院学报，2002，21(2)：16–20.(XU Linsheng，LI Yonglin，CHENG Chongguo. Judging of the deformation-cracking type and grade about surrounding rock of highway tunnel[J]. Journal of Chongqing Jiaotong University，2002，21(2)：16–20.(in Chinese))
[14] 江 权，冯夏庭，李邵军，等. 高应力下大型硬岩地下洞室群稳定性设计优化的裂化–抑制法及其应用[J]. 岩石力学与工程学报，2019，38(6)：1 081–1 101.(JIANG Quan，FENG Xiating，LI Shaojun，et al. Cracking-restraint design method for large underground caverns with hard rock under high geostress condition and its practical application[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(6)：1 081–1 101.(in Chinese))
[15] NIU W J，FENG X T，XIAO Y X，et al. Identification of potential high-stress hazards in deep-buried hard rock tunnel based on microseismic information：a case study[J]. Bulletin of Engineering Geology and the Environment，2021，80(2)：1 265–1 285.
[16] WU Z H，FENG X T，KONG R，et al. The staged development process and mechanism of stress?induced collapse in a deep hard rock TBM tunnel[J]. Rock Mechanics and Rock Engineering，2025，58(8)：8 493–8 521.
[17] 卢 波，丁秀丽，邬爱清，等. 高应力硬岩地区岩体结构对地下洞室围岩稳定的控制效应研究[J]. 岩石力学与工程学报，2012，31(增2)：3 831–3 846.(LU Bo，DING Xiuli，WU Aiqing，et al. Study of influence of rock structure on surrounding rock mass stability of underground caverns in hard rock region with high geostress[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(Supp.2)：3 831–3 846.(in Chinese))
[18] 张 勇，肖平西，丁秀丽，等. 高地应力条件下地下厂房洞室群围岩的变形破坏特征及对策研究[J]. 岩石力学与工程学报，2012，31(2)：228–244.(ZHANG Yong，XIAO Pingxi，DING Xiuli，et al. Study of deformation and failure characteristics for surrounding rocks of underground powerhouse caverns under high geostress condition and countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(2)：228–244.(in Chinese))
[19] 江 权，冯夏庭，苏国韶，等. 高地应力下拉西瓦水电站地下洞室群稳定性分析[J]. 水力发电学报，2010，29(5)：132–140.(JIANG Quan，FENG Xiating，SU Guoshao，et al. Stability analysis of Laxiwa hydropower plant’s large underground caverns under high geo-stress condition[J]. Journal of Hydroelectric Engineering，2010，29(5)：132–140.(in Chinese))
[20] XU N W，XIAO P W，LI B，et al. Excavation?induced damage zoning of the underground powerhouse with high geostress based on multiple monitoring methods[J]. Environmental Earth Sciences，2024，83(9)：288.
[21] XIAO X H，XIAO P W，DAI F，et al. Large deformation characteristics and reinforcement measures for a rock pillar in the Houziyan underground powerhouse[J]. Rock Mechanics and Rock Engineering，2018，51(2)：561–578.
武汉[23] 向天兵，冯夏庭，江 权，等. 大型洞室群围岩破坏模式的动态识别与调控[J]. 岩石力学与工程学报，2011，30(5)：871–883.(XIANG Tianbing，FENG Xiating，JIANG Quan，et al. Failure mode dynamic recognition and control for surrounding rock of large-scale cavern group[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(5)：871–883.(in Chinese))
[24] 吴文平，冯夏庭，张传庆，等. 深埋硬岩隧洞围岩的破坏模式分类与调控策略[J]. 岩石力学与工程学报，2012，30(9)：1 780–1 802. (WU Wenping，FENG Xiating，ZHANG Chuanqing，et al. Classification of failure modes and controlling measures for surrounding rock of deep tunnel in hard rock[J]. Chinese Journal of Rock Mechanics and Engineering，2012，30(9)：1 780–1 802.(in Chinese))
[25] 牛文静，李坤光，何本国，等. 深埋隧道应力型灾害破坏体块度特征的机器视觉分析[J]. 应用基础与工程科学学报，2025，33(3)：832–842.(NIU Wenjing，LI Kunguang，HE Benguo，et al. Machine vision analysis of the damaged rock characteristics of stress-type disasters in deep-buried tunnels[J]. Journal of Basic Science and Engineering，2025，33(3)：832–842.(in Chinese))
[26] 孟国涛，樊义林，江亚丽，等．白鹤滩水电站巨型地下洞室群关键岩石力学问题与工程对策研究[J]. 岩石力学与工程学报，2016，35(12)：2 549–2 559.(MENG Guotao，FAN Yilin，JIANG Yali，et al. Key rock mechanical problems and measures for hug cavern of Baihetan hydropower plant[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(12)：2 549–2 559.(in Chinese))
[27] 中国电建华东勘测设计研究院. 金沙江白鹤滩水电站地下厂房顶拱一层及后续边墙开挖支护咨询材料[R]. 杭州：中国电建华东勘测设计研究院，2003.(PowerChina Huadong Engineering Corporation Limited. Consulting report on excavation and supporting for the roof in first-layer and subsequent sidewall of underground powerhouse cavern in Baihetan hydropower station located on Jinsha river[R]. Hangzhou：PowerChina Huadong Engineering Corporation Limited，2003.(in Chinese))
[28] 刘国锋，冯夏庭，江 权，等. 白鹤滩大型地下厂房开挖围岩片帮破坏特征、规律及机制研究[J]. 岩石力学与工程学报，2016，35(5)：865–878.(LIU Guofeng，FENG Xiating，JIANG Quan，et al. Failure characteristics，laws and mechanisms of rock spalling in excavation of large-scale underground powerhouse caverns in Baihetan[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(5)：865–878.(in Chinese))
[29] 中华人民共和国国家标准编写组. GB/T 50218—2014工程岩体分级标准[S]. 北京：中国计划出版社，2014.( The National Standards Compilation Group of the People's Republic of China. GB/T 50218—2014 Standard for engineering classification of rock mass[S]. Beijing：China Planning Publishing House，2014.(in Chinese))
[30] HOEK E，KAISERR P K，BAWDEN W F. Support of underground excavations in hard rock[M]. Rotterdam：A. A. Balkema，1995：121–123.
[31] READ R S. 20 years of excavation response studies at AECL，2004，41(8)：1 251–1 275.
[32] MARTIN C D，KAISER P K，CHRISTIANSSON R. Stress，instability and design of underground excavations[J]. International Journal of Rock Mechanics & Mining sciences，2003，40(7)：1 027–1 047.
[33] LIU G F，FENG X T，JIANG Q，et al. In situ observation of spalling process of intact rock mass at large cavern excavation[J]. Engineering Geology，2017，226(8)：52–69.
[34] LIU G F，LIU Z Q，XU D P， et al. Prediction method of rock spalling risk in large underground cavern excavation based on Bayesian network：A case study from the Baihetan hydropower station，China[J]. Tunnelling and Underground Space Technology，2025，158(4)：106381.
[35] HOEK E，BROWN E T. Underground excavations in rock[M]. Abingdon：Taylor & Francis，1990：137–140.
[36] STACEY T R. A simple extension strain criterion for fracture of brittle rock[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1981，18(6)：469–474.
[37] PELLI F，KAISER P K，MORGENSTERN N R. An interpretation of ground movements recorded during construction of the Donkin-Morien tunnel[J]. Canadian Geotechnical Journal，1991，28(2)：239–254.
[38] DIEDERICHS M S. The 2003 Canadian geotechnical colloquium：mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunneling[J]. Canadian Geotechnical Journal，2007，44(9)：1 082–1 116.
[39] 徐林生，王兰生. 二郎山公路隧道岩爆发生规律与岩爆预测研究[J]. 岩土工程学报，1999，21(5)：569–572.(XU Linsheng，WANG Lansheng. Study on the laws of rockburst and its forecasting in the tunnel of Erlang Mountain road[J]. Chinese Journal of Geotechnical Engineering，1999，21(5)：569–572.(in Chinese))
[1] 孙广忠. 岩体结构力学[M]. 北京：科学出版社，1988：164–168.(SUN Guangzhong. Mechanics of rock mass structure[M]. Beijing：Science Press，1988：164–168.(in Chinese))
[2] FRALDI M，GUARRACINO F. Limit analysis of collapse mechanism in cavities and tunnels according the Hoek-Brown failure criterion[J]. International Journal of Rock Mechanics and Mining Sciences，2009，46(4)：665–673.
[3] 黄 阜，张 敏，王志文，等. 基于空间离散技术的顶部隐伏溶洞诱发隧道围岩塌方破坏三维稳定性研究[J]. 岩石力学与工程学报，2025，44(5)：1 191–1 203.(HUANG Fu，ZHANG Min，WANG Zhiwen，et al. Three-dimensional stability study of tunnel surrounding rocks induced by a concealed karst cave based on spatial discretization technique[J]. Chinese Journal of Rock Mechanics and Engineering，2025，44(5)：1 191–1 203.(in Chinese))
[4] 张世殊，王 鹏，张 开，等. 基于全过程信息的多源数据融合隧道超前地质预报方法[J]. 岩石力学与工程学报，2025，44(4)：838–849.(ZHANG Shishu，WANG Peng，ZHANG Kai，et al. An advanced geological forecast method of tunnels based on multi-source data fusion of full-process information[J]. Chinese Journal of Rock Mechanics and Engineering，2025，44(4)：838–849.(in Chinese))
[5] 窦万和. 围岩坍方机制分析与坍方预测方法探讨[J]. 岩石力学与工程学报，1988，7(3)：203–214.(DOU Wanhe. Analysis on the mechanism of collapse and discussions on its prediction method[J]. Chinese Journal of Rock Mechanics and Engineering，1988，7(3)：203–214.(in Chinese))
[6] 钱七虎，李树忱. 深部岩体工程围岩分区破裂化现象研究综述[J]. 岩石力学与工程学报，2008，25(6)：1 278–1 284.(QIAN Qihu，LI Shuchen. A review of research on zonal disintegration phenomenon in dep rock mass engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2008，25(6)：1 278–1 284.(in Chinese))
[7] 谢和平. 深部岩体力学与开采理论研究进展[J]. 煤炭学报，2019，44(5)：1 283–1 305.(XIE Heping. Research review of the state key research development program of China：Deep rock mechanics and mining theory[J]. Journal of China Coal Society，2019，44(5)：1 283–1 305.(in Chinese))
[8] LIU G F，RAN G H，LI Z Q，et al. An insight into the effect of primary hidden microfissures on mechanical behaviors and failure characteristics of brittle basalt[J]. Theoretical and Applied Fracture Mechanics，2023，128(6)：104138.
[9] FENG X T，YANG C X，KONG R，et al. Excavation-induced deep hard rock fracturing：Methodology and applications[J]. Journal of Rock Mechanics and Geotechnical Engineering，2022，14(1)：1–34.
[10] MARTIN C D，KAISER P K，MCCREATH D R. Hoek-Brown parameters for predicting the depth of brittle failure around tunnels[J]. Canadian Geotechnical Journal，1999，36(1)：136–151.
[11] XIAO Y X，FENG X T，FENG G L，et al. Mechanism of evolution of stress-structure controlled collapse of surrounding rock in caverns：A case study from the Baihetan hydropower station in China[J]. Tunnelling and Underground Space Technology，2016，51(1)：56–67.
[12] 张倬元，王士天，王兰生. 工程地质分析原理[M]. 北京：地质出版社，1994：337–341.(ZHANG Zhuoyuan，WANG Shitian，WANG Lansheng. Principle of engineering geology analysis[M]. Beijing：Geological Publishing House，1994：337–341.(in Chinese))
[13] 徐林生，李永林，程崇国. 公路隧道围岩变形破裂类型与等级的判定[J]. 重庆交通学院学报，2002，21(2)：16–20.(XU Linsheng，LI Yonglin，CHENG Chongguo. Judging of the deformation-cracking type and grade about surrounding rock of highway tunnel[J]. Journal of Chongqing Jiaotong University，2002，21(2)：16–20.(in Chinese))
[14] 江 权，冯夏庭，李邵军，等. 高应力下大型硬岩地下洞室群稳定性设计优化的裂化–抑制法及其应用[J]. 岩石力学与工程学报，2019，38(6)：1 081–1 101.(JIANG Quan，FENG Xiating，LI Shaojun，et al. Cracking-restraint design method for large underground caverns with hard rock under high geostress condition and its practical application[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(6)：1 081–1 101.(in Chinese))
[15] NIU W J，FENG X T，XIAO Y X，et al. Identification of potential high-stress hazards in deep-buried hard rock tunnel based on microseismic information：a case study[J]. Bulletin of Engineering Geology and the Environment，2021，80(2)：1 265–1 285.
[16] WU Z H，FENG X T，KONG R，et al. The staged development process and mechanism of stress?induced collapse in a deep hard rock TBM tunnel[J]. Rock Mechanics and Rock Engineering，2025，58(8)：8 493–8 521.
[17] 卢 波，丁秀丽，邬爱清，等. 高应力硬岩地区岩体结构对地下洞室围岩稳定的控制效应研究[J]. 岩石力学与工程学报，2012，31(增2)：3 831–3 846.(LU Bo，DING Xiuli，WU Aiqing，et al. Study of influence of rock structure on surrounding rock mass stability of underground caverns in hard rock region with high geostress[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(Supp.2)：3 831–3 846.(in Chinese))
[18] 张 勇，肖平西，丁秀丽，等. 高地应力条件下地下厂房洞室群围岩的变形破坏特征及对策研究[J]. 岩石力学与工程学报，2012，31(2)：228–244.(ZHANG Yong，XIAO Pingxi，DING Xiuli，et al. Study of deformation and failure characteristics for surrounding rocks of underground powerhouse caverns under high geostress condition and countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(2)：228–244.(in Chinese))
[19] 江 权，冯夏庭，苏国韶，等. 高地应力下拉西瓦水电站地下洞室群稳定性分析[J]. 水力发电学报，2010，29(5)：132–140.(JIANG Quan，FENG Xiating，SU Guoshao，et al. Stability analysis of Laxiwa hydropower plant’s large underground caverns under high geo-stress condition[J]. Journal of Hydroelectric Engineering，2010，29(5)：132–140.(in Chinese))
[20] XU N W，XIAO P W，LI B，et al. Excavation?induced damage zoning of the underground powerhouse with high geostress based on multiple monitoring methods[J]. Environmental Earth Sciences，2024，83(9)：288.
[21] XIAO X H，XIAO P W，DAI F，et al. Large deformation characteristics and reinforcement measures for a rock pillar in the Houziyan underground powerhouse[J]. Rock Mechanics and Rock Engineering，2018，51(2)：561–578.
[22] 冯夏庭，肖亚勋，丰光亮. 川藏铁路巴玉隧道岩爆监测、预警与风险控制研究[R]. 武汉：中国科学院武汉岩土力学研究所，2018. (FENG Xiating，XIAO Yaxun，FENG Guangliang. Research on monitoring，early warning and risk control of rock burst in Ba-Yu tunnel of Sichuan—Tibet railway[R]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2018.(in Chinese))
[23] 向天兵，冯夏庭，江 权，等. 大型洞室群围岩破坏模式的动态识别与调控[J]. 岩石力学与工程学报，2011，30(5)：871–883.(XIANG Tianbing，FENG Xiating，JIANG Quan，et al. Failure mode dynamic recognition and control for surrounding rock of large-scale cavern group[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(5)：871–883.(in Chinese))
[24] 吴文平，冯夏庭，张传庆，等. 深埋硬岩隧洞围岩的破坏模式分类与调控策略[J]. 岩石力学与工程学报，2012，30(9)：1 780–1 802. (WU Wenping，FENG Xiating，ZHANG Chuanqing，et al. Classification of failure modes and controlling measures for surrounding rock of deep tunnel in hard rock[J]. Chinese Journal of Rock Mechanics and Engineering，2012，30(9)：1 780–1 802.(in Chinese))
[25] 牛文静，李坤光，何本国，等. 深埋隧道应力型灾害破坏体块度特征的机器视觉分析[J]. 应用基础与工程科学学报，2025，33(3)：832–842.(NIU Wenjing，LI Kunguang，HE Benguo，et al. Machine vision analysis of the damaged rock characteristics of stress-type disasters in deep-buried tunnels[J]. Journal of Basic Science and Engineering，2025，33(3)：832–842.(in Chinese))
[26] 孟国涛，樊义林，江亚丽，等．白鹤滩水电站巨型地下洞室群关键岩石力学问题与工程对策研究[J]. 岩石力学与工程学报，2016，35(12)：2 549–2 559.(MENG Guotao，FAN Yilin，JIANG Yali，et al. Key rock mechanical problems and measures for hug cavern of Baihetan hydropower plant[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(12)：2 549–2 559.(in Chinese))
[27] 中国电建华东勘测设计研究院. 金沙江白鹤滩水电站地下厂房顶拱一层及后续边墙开挖支护咨询材料[R]. 杭州：中国电建华东勘测设计研究院，2003.(PowerChina Huadong Engineering Corporation Limited. Consulting report on excavation and supporting for the roof in first-layer and subsequent sidewall of underground powerhouse cavern in Baihetan hydropower station located on Jinsha river[R]. Hangzhou：PowerChina Huadong Engineering Corporation Limited，2003.(in Chinese))
[28] 刘国锋，冯夏庭，江 权，等. 白鹤滩大型地下厂房开挖围岩片帮破坏特征、规律及机制研究[J]. 岩石力学与工程学报，2016，35(5)：865–878.(LIU Guofeng，FENG Xiating，JIANG Quan，et al. Failure characteristics，laws and mechanisms of rock spalling in excavation of large-scale underground powerhouse caverns in Baihetan[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(5)：865–878.(in Chinese))
[29] 中华人民共和国国家标准编写组. GB/T 50218—2014工程岩体分级标准[S]. 北京：中国计划出版社，2014.( The National Standards Compilation Group of the People's Republic of China. GB/T 50218—2014 Standard for engineering classification of rock mass[S]. Beijing：China Planning Publishing House，2014.(in Chinese))
[30] HOEK E，KAISERR P K，BAWDEN W F. Support of underground excavations in hard rock[M]. Rotterdam：A. A. Balkema，1995：121–123.
[31] READ R S. 20 years of excavation response studies at AECL¢s underground research laboratory[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(8)：1 251–1 275.
[32] MARTIN C D，KAISER P K，CHRISTIANSSON R. Stress，instability and design of underground excavations[J]. International Journal of Rock Mechanics & Mining sciences，2003，40(7)：1 027–1 047.
[33] LIU G F，FENG X T，JIANG Q，et al. In situ observation of spalling process of intact rock mass at large cavern excavation[J]. Engineering Geology，2017，226(8)：52–69.
[34] LIU G F，LIU Z Q，XU D P， et al. Prediction method of rock spalling risk in large underground cavern excavation based on Bayesian network：A case study from the Baihetan hydropower station，China[J]. Tunnelling and Underground Space Technology，2025，158(4)：106381.
[35] HOEK E，BROWN E T. Underground excavations in rock[M]. Abingdon：Taylor & Francis，1990：137–140.
[36] STACEY T R. A simple extension strain criterion for fracture of brittle rock[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1981，18(6)：469–474.
[37] PELLI F，KAISER P K，MORGENSTERN N R. An interpretation of ground movements recorded during construction of the Donkin-Morien tunnel[J]. Canadian Geotechnical Journal，1991，28(2)：239–254.
[38] DIEDERICHS M S. The 2003 Canadian geotechnical colloquium：mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunneling[J]. Canadian Geotechnical Journal，2007，44(9)：1 082–1 116.
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2026, Vol. 45 
