(1. College of Mining，Guizhou University，Guiyang，Guizhou 550025，China；2. State Key Laboratory of Mining Disaster Prevention and Control Co-founded by Shandong Province and the Ministry of Science and Technology，Shandong University of Science and Technology，Qingdao，Shandong 266590，China；3. Graduate School of Engineering，Nagasaki University，Nagasaki 852–8521，Japan；4. China Construction Railway Investment and Construction Group Co.，Ltd.，Beijing 102629，China；
5. School of Civil Engineering，Qingdao University of Technology，Qingdao，Shandong 266520，China)
Abstract：A dynamic assessment method for rockburst risk in tunnels is proposed in response to the complex construction conditions of high ground stress tunnels，which make it difficult to assess rockburst risk. Fault tree analysis method is adopted to identify rockburst risk sources and to screen risk assessment indicators. Based on the risk matrix method，the values of probability level and severity level are expanded from discrete points to a range，refining the classification criteria and constructing a risk level assessment regional map. The dynamic assessment model for rockburst risk is established by introducing the concept of dynamic weight based on the static risk indicator system，thus achieving a finer classification of rockburst probability levels. Taking the Taoziping tunnel as an example，the implementation process of the dynamic assessment method for rockburst risk is discussed. After evaluation，the results are consistent with the actual construction situation. The research can provide theoretical and practical guidance for the risk management of actual tunnel engineering construction and have good application prospects.
文志杰1，姜青林2，蒋宇静3，周翰东4，李 雄4，杜婉君2，文金浩5. 川西地区高地应力岩爆风险动态评估方法与应用研究[J]. 岩石力学与工程学报, 2024, 43(2): 308-321.
WEN Zhijie1，JIANG Qinglin2，JIANG Yujing3，ZHOU Handong4，LI Xiong4，DU Wanjun2，WEN Jinhao5. Study on dynamic assessment method and application of rockburst risk under high crustal stresses in western Sichuan. , 2024, 43(2): 308-321.
[1] COOK N G W. A note on rockbursts considered as a problem of stability[J]. Journal of the Southern African Institute of Mining and Metallurgy，1965，65(8)：437–446.
[2] BLAKE W. Rockburst mechanics[Ph. D. Thesis][D]. Colorado：Colorado School of Mines，1972.
[3] 王元汉，李卧东，李启光，等. 岩爆预测的模糊数学综合评判方法[J]. 岩石力学与工程学报，1998，17(5)：15–23.(WANG Yuanhan，LI Wodong，LI Qiguang，et al. Comprehensive evaluation method of fuzzy mathematics for rock burst prediction[J]. Chinese Journal of Rock Mechanics and Engineering，1998，17(5)：15–23.(in Chinese))
[4] AGRAWAL H，DURUCAN S，CAO W Z，et al. Rockburst and gas outburst forecasting using a probabilistic risk assessment framework in longwall top coal caving faces[J]. Rock Mechanics and Rock Engineering，2022，56：6 929–6 958.
[5] 贺志军. 山岭铁路隧道工程施工风险评估及其应用研究[博士学位论文][D]. 长沙：中南大学，2009.(HE Zhijun. Research on risk assessment and its application in mountain railway tunnel construction[Ph. D. Thesis][D]. Changsha：Central South University，2009.(in Chinese))
[6] 丁烈云，吴贤国，骆汉宾，等. 地铁工程施工安全评价标准研究[J]. 土木工程学报，2011，44(11)：121–127.(DING Lieyun，WU Xianguo，LUO Hanbin，et al. Research on standard for construction safety assessment of metro engineering[J]. China Civil Engineering Journal，2011，44(11)：121–127.(in Chinese))
[7] 许振浩，李术才，李利平，等. 基于层次分析法的岩溶隧道突水突泥风险评估[J]. 岩土力学，2011，32(6)：1 757–1 766.(XU Zhenhao，LI Shucai，LI Liping，et al. Risk assessment of water and mud inrush in karst tunnel based on analytic hierarchy process[J]. Rock and Soil Mechanics，2011，32(6)：1 757–1 766.(in Chinese))
[8] 熊 雄. 基于有限元模拟和贝叶斯网络的隧道开挖风险分析[硕士学位论文][D]. 北京：清华大学，2008.(XIONG Xiong Risk analysis of tunnel excavation based on finite element simulation and Bayesian network[M. S. Thesis][D]. Beijing：Tsinghua University，2008.(in Chinese))
[9] ZHU Z J，WU Y L，HAN J. A prediction method of coal burst based on analytic hierarchy process and fuzzy comprehensive evaluation[J]. Frontiers in Earth Science，DOI：https：//doi.org/10.3389/feart.2021. 834958.
[10] DIEDERICHS M S. Early assessment of dynamic rupture hazard for rockburst risk management in deep tunnel projects[J]. Journal of the Southern African Institute of Mining and Metallurgy，2018，118(3)：193–204.
[11] 中华人民共和国交通运输部. 公路桥梁和隧道工程设计安全风险评估指南(试行)[M]. 北京：人民交通出版社，2010.(Ministry of Transport of the People's Republic of China. Safety risk assessment of highway bridge and tunnel design(Trial)[M]. Beijing：People?s Communications Press，2010.(in Chinese))
[12] 李天斌，何怡帆，付 弦. 高地应力隧道施工期大变形动态风险评估方法及应用[J]. 工程地质学报，2019，27(1)：29–37.(LI Tianbin，HE Yifan，FU Xian. Dynamic risk assessment method and application of large deformation on high ground stress tunnel during construction period[J]. Engineering Geology，2019，27(1)：29–37.(in Chinese))
[13] 周宗青，李术才，李利平，等. 浅埋隧道塌方地质灾害成因及风险控制[J]. 岩土力学，2013，34(5)：1 375–1 382.(ZHOU Zongqing，LI Shucai，LI Liping，et al. Causes of geological hazards and risk control of collapse in shallow tunnels[J]. Rock and Soil Mechanics，2013，34(5)：1 375–1 382.(in Chinese))
[14] MUTKE G，DUBINSKI J，LURKA A. New criteria to assess seismic and rock burst hazard in coal mines[J]. Archives of Mining Sciences，2015，60(3)：743–760.
[15] 中华人民共和国交通运输部. 高速公路路堑高边坡工程施工安全风险评估指南[M]. 北京：人民交通出版社，2014.(Ministry of Transport of the People?s Republic of China. Guide for safety risk assessment of highway cutting high slope engineering construction[M]. Beijing：People?s Communications Press，2014.(in Chinese))
[16] 何满潮，谢和平，彭苏萍，等. 深部开采岩体力学研究[J]. 岩石力学与工程学报，2005，24(16)：2 803–2 813.(HE Manchao，XIE Heping，PENG Suping，et al. Study on rock mechanics in deep mining engineering [J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(16)：2 803–2 813.(in Chinese))
[17] RUSSENES B F. Analysis of rock spalling for tunnels in steep valley sides(in Norwegian)[Ph. D. Thesis][D]. Trondheim：Norwegian Institute of Technology，1974.
[18] LEE S M，PARK B S，LEE S W. Analysis of rockbursts that have occurred in a waterway tunnel in Korea[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(Supp.1)：911–916.
[19] 谢和平，张 茹，任 利，等. 川藏铁路深埋隧道围岩灾变分析与思考[J]. 工程科学与技术，2022，54(2)：1–20.(XIE Heping，ZHANG Ru，REN Li，et al. Analysis and thinking on surrounding rock disaster of deep tunnel of Sichuan tibet railway[J]. Advanced Engineering Sciences，2022，54(2)：1–20.(in Chinese))
[20] HUCKA V，DAS B. Brittleness determination of rocks by different methods[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1974，11(10)：389–392.
[21] 谭以安，孙广忠，郭 志. 岩爆岩石弹射性能综合指数K_(rb)判据[J]. 地质科学，1991，(2)：193–200.(TAN Yian，SUN Guangzhong，GUO Zhi. A composite index K_(rb) criterion for the ejection characteristics of the burst rock[J]. Chinese Journal of Geology：Scientia Geologica Sinica，1991，(2)：193–200.(in Chinese))
[22] 彭 祝，王元汉，李廷芥. Griffith理论与岩爆的判别准则[J]. 岩石力学与工程学报，1996，15(增1)：491–495.(PENG Zhu，WANG Yuanhan，LI Tingjie. Griffith theory and the criteria of rockburst[J]. Chinese Journal of Rock Mechanics and Engineering，1996，15(Supp.1)：491–495.(in Chinese))
[23] 马超锋，李 晓，成国文，等. 工程岩体完整性评价的实用方法研究[J]. 岩土力学，2010，31(11)：3 579–3 584.(MA Chaofeng，LI Xiao，CHENG Guowen，et al. Study of practical approach to assess integrality of engineering rock mass[J]. Rock and Soil Mechanics，2010，31(11)：3 579–3 584.(in Chinese))
[24] 谷明成，何发亮，陈成宗. 秦岭隧道岩爆的研究[J]. 岩石力学与工程学报，2002，11(9)：1 324–1 329.(GU Mingcheng，HE Fuliang，CHEN Chengzong. Research on rock burst in Qinling tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2002，11(9)： 1 324–1 329.(in Chinese))
[25] 刘大刚，姚 萌，张 霄. 郑万高铁大断面岩质隧道掌子面稳定性评价及控制措施[J]. 隧道建设：中英文，2018，38(8)：1 311–1 315. (LIU Dagang，YAO Meng，ZHANG Xiao. Stability evaluation and control measures for tunnel face of large cross-sectional tunnel on Zhengzhou-Wanzhou high-speed railway[J]. Tunnel Construction，2018，38(8)：1 311–1 315.(in Chinese))
[26] 徐鼎平，江 权，李邵军，等. 地下洞室围岩整体稳定性定量评估的方法、云系统与工程实践[J]. 岩石力学与工程学报，2022，41(11)：2 186–2 198.(XU Dingping，JIANG Quan，LI Shaojun，et al. Quantitative approach，cloud system and engineering practice for global stability assessment of surrounding rock in underground caverns[J]. Chinese Journal of Rock Mechanics and Engineering，2022，41(11)：2 186–2 198.(in Chinese))
[27] 镇亦明，何建新，李建春，等. 某隧道断面优化分析[J]. 铁道建筑，2008，(5)：57–59.(ZHEN Yiming，HE Jianxin，LI Jianchun，et al. Optimization analysis of a tunnel section[J]. Railway Engineering，2008，(5)：57–59.(in Chinese))
[28] 冯夏庭，张传庆，陈炳瑞，等. 岩爆孕育过程的动态调控[J]. 岩石力学与工程学报，2012，31(10)：1 983–1 997.(FENG Xiating，ZHANG Chuanqing，CHEN Bingrui，et al. Dynamical control of rockburst evolution process[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(10)：1 983–1 997.(in Chinese))
[29] 冯夏庭，陈炳瑞，明华军，等. 深埋隧洞岩爆孕育规律与机制：即时型岩爆[J]. 岩石力学与工程学报，2012，31(3)：433–444.(FENG Xiating，CHEN Bingrui，MING Huajun，et al. Evolution law and mechanism of rockbursts in deep tunnels: immediate rockburst[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(3)：433–444.(in Chinese))
[30] 汪 珂. 深埋隧道岩爆预测及防治技术现状综述[J]. 隧道建设：中英文，2021，41(2)：212–224.(WANG Ke. Overview of state-of-art of rockburst prediction and prevention techniques for deep-buried tunnels[J]. Tunnel Construction，2021，41(2)：212–224.(in Chinese))
[31] 李利平，贾 超，孙子正，等. 深部重大工程灾害监测与防控技术研究现状及发展趋势[J]. 中南大学学报：自然科学版，2021，52(8)：2 539–2 556.(LI Liping，JIA Chao，SUN Zizheng，et al. Research status and development trend of major engineering disaster prevention and control technology in deep underground[J]. Journal of Central South University：Science and Technology，2021，52(8)：2 539– 2 556.(in Chinese))
[32] WEN Z J，JING S L，MENG F B，et al. Control technology for floor heave of Jurassic soft rock in the Erdos Basin of China: A case study[J]. Journal of Central South University，2022，29(12)：4 051– 4 065.
[33] 陈炳瑞，冯夏庭，曾雄辉，等. 深埋隧洞TBM掘进微震实时监测与特征分析[J]. 岩石力学与工程学报，2011，30(2)：275–283. (CHEN Bingrui，FENG Xiating，ZENG Xionghui，et al. Real-time microseismic monitoring and its characteristic analysis during TBM tunneling in deep-buried tunnel[J]. Chinese Journal of Rock Mechanics and Engineering，2011，30(2)：275–283.(in Chinese))
[34] 杨文亮，薛亚东. 公路桥梁施工专项风险等级估测的改进方法[J]. 防灾减灾工程学报，2015，35(5)：624–629.(YANG Wenliang，XUE Yadong. Improved method of the evaluation for special risk level in highway bridge construction[J]. Journal of Disaster Prevention and Mitigation Engineering，2015，35(5)：624–629.(in Chinese))
[35] 李宜城，薛亚东，李彦杰. 一种基于动态权重的施工安全风险评估新方法[J]. 地下空间与工程学报，2017，13(增1)：209–215.(LI Yicheng，XUE Yadong，LI Yanjie. A new construction risk assessment method based on dynamic weight[J]. Chinese Journal of Underground Space and Engineering，2017，13(Supp.1)：209–215.(in Chinese))
[36] 付 弦. 高地应力隧道施工阶段岩爆与大变形风险评估应用研究[硕士学位论文][D]. 四川：成都理工大学，2018.(FU Xian. Study on application of rock burst and large deformation risk assessment in the construction of high ground stress tunnels[M. S. Thesis][D]. Sichuan：Chengdu University of Technology，2018.(in Chinese))
[37] 中华人民共和国行业标准编写组. 铁建设[2007]200号 铁路隧道风险评估与管理暂行规定[S]. 北京：中国铁道出版社，2007.( The Professional Standards Compilation Group of People?s Republic of Chin. Railway construction[2007] No.200 Temporary regulations of rail tunnel risk assessment and management[S]. Beijing：China Railway Publishing House，2007.(in Chinese))
[38] 贾学斌. 川藏铁路二郎山隧道岩爆、大变形预测及风险评估[硕士学位论文][D]. 成都：成都理工大学，2016.(JIA Xuebin. The prediction of rock burst，large deformation and their risk assessment for Erlang mountain tunnel Sichuan-Tibet railway[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2016.(in Chinese))
[39] 吴 汉. 都四铁路重要构筑物地质灾害危险性评价[硕士学位论文][D]. 成都：成都理工大学，2020.(WU Han. Risk assessment of geological hazards of important structures on Dusi railway[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2020.(in Chinese))
2024, Vol. 43 
