跨活断层隧道断错灾变与防控技术研究现状和展望

doi:10.13722/j.cnki.jrme.2021.0441

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Abstract Tunnels crossing active faults have appeared in water conservancy，highway，railway and subway projects in recent years. However，the failure mechanism of tunnels under fault dislocation and prevention method don?t keep up with the development of engineering construction. Therefore，a comprehensive collection of domestic and foreign cases of tunnels that have been built across active faults and cases of earthquake fault damage were analyzed，and the failure process and characteristics of the tunnel under creeping and stick-slip dislocations were analyzed. A review of the engineering geological model，mechanical model，and dislocation displacement model adopted by the dislocation failure mechanism research of tunnels，as well as the analytical methods，numerical simulations and physical simulation methods used. The existing prevention and control measures and their principles are summarized. On the basis of the above research，the engineering problems，failure mechanism and prevention measures were discussed and prospected. It is proposed that railway tunnels across active faults should not only consider the safety of the tunnel structure，but also the safety of surrounding rocks，rails，lines and trains influenced by creeping，stick-slip，and ground motions of active faults. It is believed that the study of dynamic evolution of properties of fault surrounding rock，the dynamic simulation of stick-slip fault and the influence of the radius of the fault curve of the line should be strengthened. Some design principles of railway tunnels during design and operation phase are respectively given. The results have certain reference value for the design，construction，operation and maintenance of the tunnel project across active faults.

Key words： tunnelling engineering tunnel across active faults dislocation failure mechanism dislocation prevention method fault creep stick slip near-fault ground motion

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	ZHU Yong
	ZHOU Hui
	ZHANG Chuanqing
	SHEN Yihuan
	ZHANG Ning

Cite this article:

ZHU Yong,ZHOU Hui,ZHANG Chuanqing, et al. Review of research on dislocation failure mechanism and prevention method of tunnels across active faults[J]. , 2022, 41(S1): 2711-2724.

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https://rockmech.whrsm.ac.cn/EN/10.13722/j.cnki.jrme.2021.0441 OR https://rockmech.whrsm.ac.cn/EN/Y2022/V41/IS1/2711

[1] 中华人民共和国国家标准编写组. GB 17741—2005工程场地地震安全性评价[S]. 北京：中国标准出版社，2005.(The National Standards Compilation Groups of the People's Republic of China. GB 17741—2005 Evaluation of seismic safety for engineering sites[S]. Beijing：China Standard Press，2005.(in Chinese))
[2] 孙风伯，赵伯明，许丁予，等. 活动断裂工程危害、破裂参数评价与工程应用[J]. 土木工程学报，2015，48(增1)：137–141.(SUN Fengbo，ZHAO Boming，XU Dingyu，et al. The engineering critically analysis of active faults，the evaluation methods of fracture parameters and engineering application[J]. China Civil Engineering Journal，2015，48(Supp.1)：137–141.(in Chinese))
[3] 宋章，张广泽，蒋良文，等. 川藏铁路工程地质特征及地质选线原则[J]. 铁道建筑，2017，(2)：142–145.(SONG Zhang，ZHANG Guangze，JIANG Liangwen，et al. Engineering geological features and geological route selection principle of Sichuan－Tibet railway[J]. Railway Engineering，2017，(2)：142–145.(in Chinese))
[4] 徐锡伟，郭婷婷，刘少卓，等. 活动断层避让相关问题的讨论[J]. 地震地质，2016，38(3)：477–502.(XU Xiwei，GUO Tingting，LIU Shaozhuo，et al. Discussion on issues associated with setback distance from active fault[J]. Seismology and Geology，2016，38(3)：477–502. (in Chinese))
[5] 丁秀丽，张雨霆，张传健，等. 隧洞穿越活动断层应对措施及其适应性研究综述[J]. 隧道与地下工程灾害防治，2019，1(1)：25–40. (DING Xiuli，ZHANG Yuting，ZHANG Chuanjian，et al. Review on countermeasures and their adaptability evaluation to tunnels crossing active faults[J]. Hazard Control in Tunnelling and Underground Engineering，2019，1(1)：25–40.(in Chinese))
[6] 王威，任青文. 活动断裂对深埋隧洞影响的研究概述[J]. 地震工程与工程振动，2006，26(1)：175–180.(WANG Wei，REN Qingwen. General introduction to the effect of active fault on deeply buried tunnel[J]. Earthquake Engineering and Engineering Vibration，2006，26(1)：175–180.(in Chinese))
[7] ROY N，SARKAR R. A review of seismic damage of mountain tunnels and probable failure mechanisms[J]. Geotechnical and Geological Engineering，2016，35(1)：1–28.
[8] ZHANG X P，JIANG YJ，MAEGAWA K. Mountain tunnel under earthquake force：A review of possible causes of damages and restoration methods[J]. Journal of Rock Mechanics and Geotechnical Engineering，2020，12(2)：414–426.
[9] PRENTICE C S，PONTI D J. Coseismic deformation of the Wrights tunnel during the 1906 San Francisco earthquake：A key to understanding 1906 fault slip and 1989 surface ruptures in the southern Santa Cruz Mountains，California[J]. Journal of Geophysical Research Solid Earth，1997，102(B1)：635–648.
[10] BROWN I R，BREKKE T L，KORBIN G E. Behavior of the bay area rapid transit tunnels through the Hayward fault[R]. [S. l.]：U.S. Department of Transportation Urban Mass Transportation Administration，1981.
[11] ROGERS J D，PECK R B. Engineering geology of the bay area rapid transit(BART) system，1964–75[R]. [S. l.]：Geolith Consultants. 2000. http://www.sonic.net/~mly/www.geolith.com/bart/.
[12] CAIN W J，HAMPTON J L. Long-term Creep behavior(1928–2002) of the Hayward Fault at Depth in the Claremont Water Tunnel，Berkeley，CA[C]// AGU Fall Meeting Abstracts. [S. l.]：[s. n.] 2003.
[13] BLANCHARD F B，LAVERTY G L. Displacements in the Claremont Water Tunnel at the intersection with the Hayward fault [J]. Bulletin of the Ssmological Society of America，1966，56(2)：291–294.
[14] CAULFIELD R，et al. Seismic design measures for the retrofit of the Claremont tunnel[C]// Jacobs Associates，Rapid Excavation and Tunneling Conference(RETC) Proceedings. San Francisco，CA，USA：Jacobs Associates，2005：1–11.
[15] 櫻井孝. 北伊豆地震(1930年)による丹那トンネル内地震断層出現状況記録[J]. 応用地質，1999，39(6)：540–544. (TAKAHIRO S. Record of seismic fault appearance in Tanna tunnel due to the North Izu earthquake (1930) [J]. Applied geology，1999，39(6)：540–544. (in Japanese))
[16] TSUNEISHI，Y，ITO T，KANO K. Surface faulting associated    with the IzuOshima-Kinkai earthquake of 1978[R]. Tokyo：Bulletin of the Earthquake Research Institute，University of Tokyo，1978，53：649–674.
[17] WANG W L，WANG T T，SU J J，et al. Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi earthquake[J]. Tunnelling and Underground Space Technology Incorporating Trenchless Technology Research，2001，16(3)：133–150.
[18] 徐德玺，陈佑斌，房军. 都汶公路龙溪隧道变形破坏原因分析[J]. 资源环境与工程，2009，23(增1)：76–84.(XU Dexi，CHEN Youbin，FANG Jun. Analysis of deformation and failure causes of Longxi tunnel on duwen highway[J]. Resources Environment and Engineering，2009，23(Supp.1)：76–84.(in Chinese))
[19] 李海兵，许志琴，王焕，等. 汶川地震主滑移带(PSZ)：映秀—北川断裂带内的斜切逆冲断裂[J]. 中国地质，2013，40(1)：121–139. (LI Haibing，XU Zhiqin，WANG Huan，et al. The principle slip zone of the 2008 Wenchuan earthquake：a thrust fault oblique cutting the Yingxiu—Beichuan fault zone[J]. Geology in China，2013，40(1)：121–139.(in Chinese))
[20] 张少强，侯圣均，江传彬，等. 走滑断层错动作用下隧道变形的数值分析[J]. 现代隧道技术，2020，57(增1)：418–424.(ZHANG Shaoqiang，HOU Shengjun，JIANG Chuanbin，et al. Numerical analysis of tunnel deformation under the slip of strike-slip fault[J]. Modern Tunnelling Technology，2020，57(Supp.1)：418–424.(in Chinese))
[21] 许林峰. 活化断层带宽度对浅埋巷道结构应力分布及破坏机理影响研究[硕士学位论文][D]. 淮南：安徽理工大学，2019.(XU Linfeng. Study on influence of active fault zone width on stress distribution and failure mechanism of shallow buried roadway structure[M. S. Thesis][D]. Huainan：Anhui University of Science and Technology，2019.(in Chinese))
[22] FAN L，CHEN J，PENG S，et al. Seismic response of tunnel under normal fault slips by shaking table test technique[J]. Journal of Central South University，2020，27(4)：1 306–1 319.
[23] 薛少强，张传庆，肖成志，等. 输水隧洞赋存活断层蠕滑位移模式研究[J]. 人民长江，2019，50(11)：149–155.(XUE Shaoqiang，ZHANG Chuanqing，XIAO Chengzhi. Research on creep displacement model of active faults in water conveyance tunnels [J]. Yangtze River，2019，50(11)：149–155.(in Chinese))
[24] ORIDOR，ZE?EV RECHES. Analysis of fault zones associated with large earthquakes in South African gold mines[R]. Jerusalem，Israel：Hebrew University，2005：1–10.
[25] LI H，XU Z，NIU Y，et al. Structural and physical property characterization in the Wenchuan earthquake fault scientific drilling project—hole 1(WFSD–1)[J]. Tectonophysics，2014，619–620 (Complete)：86–100.
[26] CHOI J H，EDWARDS P，KO K，et al. Definition and classification of fault damage zones：A review and a new methodological approach[J]. Earth Science Reviews，2016，152：70–87.
[27] 刘小岩. 跨活断层深埋隧道轴线错动位移模式研究[博士学位论文][D]. 北京：中国科学院大学，2020.(LIU Xiaoyan. A study on the displacement mode of axial displacement of deep-buried tunnels crossing active faults[Ph. D. Thesis][D]. Beijing：University of Chinese Academy of Sciences，2020.(in Chinese))
[28] 陈颙，黄庭芳，刘恩儒. 岩石物理学[M]. 合肥：中国科学技术大学出版社，2009：155–178.(CHEN Yong，HUANG Tingfang，LIU Enru. Rock physics[M]. Hefei：University of Science and Technology of China Press，2009：155–178.(in Chinese))
[29] 张慧茜，张海明，盖增喜，等. 断层自发破裂传播的数值模拟：速率状态摩擦定律本构参数的影响[J]. 地球物理学报，2014，57(10)：3 285–3 295.(ZHANG Huiqian，ZHANG Haiming，GAI Zengxi，et al. Numerical simulation of spontaneous rupture propagation：dependence on connective parameters in rate-and state-dependent friction laws[J]. Journal of Geophysics，2014，57(10)：3 285–3 295. (in Chinese))
[30] 孙楠，吴小平，解朝娣，等. 基于速率–状态依赖摩擦本构关系研究不同因素对断层黏滑运动的影响[J]. 云南大学学报：自然科学版，2014，36(3)：378–383.(SUN Nan，WU Xiaoping，XIE Chaodi，et al. An study on the influence of different factors on the fault stick-slip based on rate and state dependent friction law[J]. Journal of Yunnan University：Natural Sciences，2014，36(3)：378–383.(in Chinese) )
[31] 张传立. 断层上的摩擦本构关系研究[J]. 江汉石油学院学报，2004，26(增2)：198.(ZHANG Chuanli. Research on frictional constitutive relations on faults[J]. Journal of Jianghan Petroleum Institute，2004，26(Supp.2)：198.(in Chinese))
[32] 李平恩，殷有泉. 断层地震孕育和发生的不稳定性模型[J]. 地球物理学报，2014，57(1)：157–166.(LI Pingen，YIN Youquan. An instability model form for fault earthquake genesis and occurrence[J]. Chinese Journal of Geophysics，2014，57(1)：157–166.(in Chinese))
[33] 李平恩，殷有泉. 地震不稳定性的一个简单模型[J]. 中国地震，2009，25(3)：265–273.(LI Pingen，YIN Youquan. A simply model for earthquake instability[J]. Earthquake Research in China，2009，25(3)：265–273.(in Chinese))
[34] 王威，任青文. 基于突变理论的软化形式对断层滑动失稳影响研究[J]. 地震工程与工程震动，2006，26(1)：175–180.( WANG Wei，REN Qingwen. Research on the influence of soften-shape on the stability of fault based on the cusp type catastrophic theory[J]. Earthquake Engineering and Engineering Vibration，2006，26(1)：175–180.(in Chinese))
[35] 王德明. 泥质断层破碎带隧道突水突泥灾变机理研究及应用[博士学位论文][D]. 济南：山东大学，2017.(WANG Deming. Inrush of water and clay disaster mechanism and application research on politic fault fracture zone tunnel[Ph. D. Thesis][D]. Jinan：Shandong University，2017.(in Chinese))
[36] 黄景琦. 岩体隧道非线性地震响应分析[博士学位论文][D]. 北京：北京工业大学，2015.(HUANG Jingqi. Study on nonlinear seismic response of rock tunnels[Ph. D. Thesis][D]. Beijing：Beijing Industry University，2015.(in Chinese))
[37] 王志强，韩金生，潘岳. 水库诱发地震的折迭突变模型[J]. 中国矿业大学学报，2010，39(3)：368–372.(WANG Zhiqiang，HAN Jinsheng，PAN Yue. Fold catastrophe model of reservoir-induced seismicty[J]. Journal of China University of Mining and Technology，2010，39(3)：368–372.(in Chinese))
[38] NEMCIK J，MIRZAGHORBANALI A，AZIZ N. An elasto-plastic constitutive model for rock joints under cyclic loading and constant normal stiffness conditions[J]. Geotechnical and Geological Engineering，2014，32(2)：321–335.
[39] ZHOU C B，PENG J，GUAN R，et al. A new constitutive law for the nonlinear normal deformation of rock joints under normal load[J]. Science China：Technological Science，2012，55(2)：555–567.
[40] ZANDARIN M T，ALONSO E，OLIVELLA S. A constitutive law for rock joints considering the effects of suction and roughness on strength parameters[J]. International Journal of Rock Mechanics and Mining Sciences，2013，60(2)：333–344.
[41] PARK J，LEE Y，SONG J，et al. A constitutive model for shear behavior of rock joints based on three-dimensional quantification of joint roughness[J]. Rock Mechanics and Rock Engineering，2013，46(6)：1 513–1 537.
[42] CUNDALL P A. Computer simulations of dense sphere assemblies[J]. Studies in Applied Mechanics，1988，20：113–123.
[43] 邓起东. 活动断裂研究理论与应用[M]. 北京：地震出版社，1994：38–50.(DENG Qidong. Research on active faults：theory and application[M]. Beijing：Earthquake Press，1994：38–50.(in Chinese))
[44] TANNER D C，BRANDES C. Understanding faults：detecting，dating and modeling[M]. Amsterdam：Elsevier，2019：154–186.
[45] SUTHERLAND M，KEATON J R，HERON C，et al. Seismic enhancements for delivering water to the city of Los Angeles across the San Andreas fault in the Elizabeth tunnel[C]// Geo-congress，ASCE. [S. l.]：[s. n.]，2014：3 779–3 788.
[46] 刘耀辉. 基于GPS数据的滇中地区及邻区断裂带形变特征及地震危险性研究[硕士学位论文][D]. 昆明：云南师范大学，2016.(LIU Yaohui. Research on deformation characteristics and seismic hazard of fault zones in central yunnan and adjacent areas based on GPS data [M. S. Thesis][D]. Kunming：Yunnan Normal University，2016.(in Chinese))
[47] 梁明，王武星. 基于GPS观测值研究日本Mw 9.0地震震后形变机制[J]. 大地测量与地球动力学，2017，37(12)：1 285–1 290.(LIANG Ming，WANG Wuxing. Study on the post-seismic deformation mechanism caused by the Mw 9.0 Japan earthquake based on the GPS observation[J]. Journal of Geodesy and Geodynamics，2017，37(12)：    1 285–1 290.(in Chinese))
[48] 熊小慧. 基于GPS时间序列的汶川震后龙门山断裂带南段变形特征研究Mw[硕士学位论文][D]. 北京：中国地震局地震预测研究所，2015.(XIONG Xiaohui. Analysis of deformation in Longmenshan fault zone south after Wenchuan earthquake using GPS time series[M. S. Thesis][D]. Beijing：Institute of Earthquake Science，China Earthquake Administration，2015.(in Chinese))
[49] 徐克科. GNSS地壳形变异常检测理论与方法[J]. 测绘学报，2016，45(6)：756.(XU Keke. Theory and method for detecting abnormal crustal deformation using GNSS[J]. Acta Geodaetica et Cartographica Sinica，2016，45(6)：756.(in Chinese))
[50] 屈春燕，单新建，张国宏，等. 时序InSAR断层活动性观测研究进展及若干问题探讨[J]. 地震地质，2014，36(3)：731–748.(QU Chunyan，SHAN Xinjian，ZHANG Guohong，et al. The research progress in measurement of fault activity by time series InSAR and discussion of related issues[J]. Seismology and Geology，2014，36(3)：731–748.(in Chinese))
[51] ASLAN G，LASSERRE，CÉCILE，et al. Shallow creep along the 1999 Izmit earthquake rupture(Turkey) from GPS and high temporal resolution interferometric synthetic-aperture radar data(2011–2017)[J]. Journal of Geophysical Research Solid Earth，2019，124(2)：2 218–2 236.
[52] KIREMIDJIAN，ANNE S. Reliability of structures subjected to differential fault slip[J]. Earthquake Engineering and Structural Dynamics，1984，12：603–618.
[53] MOSS R E S，ROSS Z E. Probabilistic fault displacement hazard analysis for reverse faults[J]. Bulletin of the Seismological Society of America，2011，101(4)：1 542–1 553.
[54] YOUNGS R R，ARABASZ W J，ANDERSON R E，et al. A methodology for probabilistic fault displacement hazard analysis (PFDHA)[J]. Earthquake Spectra，2003，19(1)：1–10.
[55] WELLS D L，KULKARNI V S. Probabilistic fault displacement hazard analysis-Sensitivity analyses and recommended practices for developing design fault displacements[C]// The 10th National Conference in Earthquake Engineering. [S. l.]：[s. n.]，2014：1–10
[56] 孙风伯. 穿越活动断裂山岭隧道抗位错机理与方法研究[博士学位论文][D]. 北京：北京交通大学，2018.(SUN Fengbo. Failure mechanism and method of anti-dislocation of mountain tunnel through active fault[Ph. D. Thesis][D]. Beijing：Beijing Jiaotong University，2018.(in Chinese))
[57] OKADA Y. Internal deformation due to shear and tensile faults in a half-space[J]. Bulletin of the Seismological Society of America，1992，82(2)：1 018–1 040.
[58] 马亚丽娜，盛谦，崔臻，等. 基于弹性地基梁理论的跨活断裂隧洞纵向变形及内力响应特性研究[J]. 防灾减灾工程学报，2018，38(4)：715–722.(MA Yalina，SHENG Qian，CUI Zhen，et al. Study on the longitudinal deformation and mechanical response characteristics of a tunnel crossing active fault based on elastic foundation theory[J]. Journal of Disaster Prevention and Mitigation Engineering，2018，38(4)：715–722.(in Chinese))
[59] 赵建沣. 基于Shear梁模型跨断层隧道结构动力响应研究[硕士学位论文][D]. 成都：西南交通大学，2019.(ZHAO Jianfeng. Research on dynamic response of cross-fault tunnel based on Shear beam model[M. S. Thesis][D]. Chengdu：Southwest Jiaotong University，2019.(in Chinese))
[60] 刘国钊，乔亚飞，何满潮，等. 活动性断裂带错动下隧道纵向响应的解析解[J]. 岩土力学. 2020，41(3)：923–932.(LIU Guozhao，QIAO Yafei，HE Manchao，et al. An analytical solution of longitudinal response of tunnels under dislocation of active fault[J]. Rock and Soil Mechanics，2020，41(3)：923–932.(in Chinese))
[61] MORANO M G. Performance of concrete tunnel systems subject to fault displacement[J]. International Journal of Research in Engineering and Science，2022，10(1)：53–59.
[62] YANG Z，LAN H，ZHANG Y，et al. Nonlinear dynamic failure process of tunnel-fault system in response to strong seismic event[J]. Journal of Asian Earth Sciences，2013，64(3)：125–135.
[63] 马亚丽娜，盛谦，崔臻，等. 基于三维离散–连续耦合方法的跨活动断裂隧洞错断破坏机制研究[J]. 岩土工程学报，2018，40 (增2)：240–245.(MA Yalina，SHENG Qian，CUI Zhen. Disruption and destruction mechanism of cross-active fault tunnels based on 3D discrete-continuous coupling method[J]. Chinese Journal of Geotechnical Engineering，2018，40(Supp.2)：240–245.(in Chinese))
[64] SIM W W，TOWHATA I，YAMADA S，et al. Shaking table tests modelling small diameter pipes crossing a vertical fault[J]. Soil Dynamics and Earthquake Engineering，2012，35：59–71.
[65] KIANI M，AKHLAGHI T，GHALANDARZADEH A . Experimental modeling of segmental shallow tunnels in alluvial affected by normal faults[J]. Tunnelling and Underground Space Technology，2016，51(1)：108–119.
[66] 刘学增，林亮伦. 75°倾角逆断层黏滑错动对公路隧道影响的模型试验研究[J]. 岩石力学与工程学报，2011，30(12)：2 523–2 530. (LIU Xuezeng，LIN Lianglun. Research on model experiment of effect    of thrust fault with 75°   dip angle stick-slip dislocation on highway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering， 2011，30(12)：2 523–2 530.(in Chinese))
[67] 刘学增，林亮伦，桑运龙. 逆断层黏滑错动对公路隧道的影响[J].同济大学学报：自然科学版，2012，40(7)：1 008–1 014.(LIU Xuezeng，LIN Lianglun，SANG Yunlong. Effect of thrust fault stick-slip rupture on road tunnel[J]. Journal of Tongji University ：Natural Science，2012，40(7)：1 008–1 014.(in Chinese))
[68] 张志强，孙飞，刘银，等. 模拟隧道穿越斜向错动活断层的破坏试验装置[P]. 中国：CN205317963U. [2016‐06‐15].(ZHANG Zhiqiang，SUN Fei，LIU Yin，et al. Destruction test device for simulating tunnel crossing oblique dislocation active fault[P]. China：CN205317963U. [2016‐06‐15].(in Chinese))
[69] 石吉森. 对断层错动引发上覆土层和隧道破坏的试验与数值研究[博士学位论文][D]. 杭州：浙江大学，2017.(SHI Jisen. Model tests and numerical study on the destructions of overlaying soil and tunnels by faulting[Ph. D. Thesis][D]. Hangzhou：Zhejiang University，2017.(in Chinese))
[70] ZHANG C Q，LIU X Y，ZHU G J，et al. Distribution patterns of rock mass displacement in deeply buried areas induced by active fault creep slip at engineering scale[J]. Journal of Central South University，2020，27(10)：2 849–2 863.
[71] ROWE R. Tunneling in seismic zones[J]. Tunnels and Tunneling，1992，24(12)：41–44.
[72] 安韶，陶连金，边金，等. 跨活动断裂带城市浅埋地铁隧道结构两阶段设计方法研究[J]. 中南大学学报：自然科学版，2020，51(9)：2 558–2 570.(AN Shao，TAO Lianjin，BIAN Jin，et al. Study on two-level design method of urban shallow subway tunnel structure crossing active fault[J]. Journal of Central South University：Science and Technology，2020，51(9)：2 558–2 570.(in Chinese))
[73] 闫高明，申玉生，高波，等. 穿越黏滑断层分段接头隧道模型试验研究[J]. 岩土力学，2019，40(11)：4 450–4 458.(YAN Gaoming，SHEN Yusheng，GAO Bo，et al. Experimental study of stick-slip fault crossing segmental tunnels with joints[J]. Rock and Soil Mechanics，2019，40(11)：4 450–4 458.(in Chinese))
[74] 崔光耀，王李斌，王明年，等. 隧道纤维混凝土衬砌抗错断性能模型试验研究[J]. 振动与冲击，2019，38(13)：50–56. (CUI Guangyao，WANG Libin，WANG Mingnian，et al. Model tests for anti-breaking performance of a fiber reinforced concrete tunnel lining[J]. Journal of Vibration and Shock，2019，38(13)：50–56.(in Chinese))
[75] 王道远，袁金秀，王记平，等. 穿越断裂黏滑带隧道合理抗错断设防长度研究[J]. 铁道工程学报. 2019，36(3)：56–60.(WANG Daoyuan，YUAN Jinxiu，WANG Jiping，et al. Research on the fortification length of anti-breaking of tunnel passing through fault slip belt[J]. Journal of Railway Engineering Society，2019，36(3)：56–60.(in Chinese))
[76] 赵坤，陈卫忠，赵武胜，等. 逆断层错动作用下隧道衬砌铰接设计参数研究[J]. 岩石力学与工程学报. 2018，37(增1)：3 411–3 421. (ZHAO Kun，CHEN Weizhong，ZHAO Wusheng. Study on parameters of articulated design of tunnel lining under reverse fault dislocation[J]. Chinese Journal of Rock Mechanics and Engineering. 2018，37(Supp.1)：3 411–3 421. (in Chinese))
[77] 谭诗宇. 活动断裂带隧道内轨道结构振动传递特性及结构选型研究[硕士学位论文][D]. 北京：北京交通大学，2017.(TAN Shiyu. Study on vibration transfer chacteristics and structure selection of railway track in active fault zone tunnel[M. S. Thesis][D]. Beijing：Beijing Jiaotong University，2017.(in Chinese))
[78] 陈斌. 山区岩体中特种结构地震响应与抗震措施研究[硕士学位论文][D]. 哈尔滨：中国地震局工程力学研究所，2016.(CHEN Bin. Research on seismic response and seismic resistance measure for special structure in mountain region rock[M. S. Thesis][D]. Harbin：Institute of Engineering Mechanics，China Earthquake Administration，2016.(in Chinese))
[79] 刘学增，谷雪影，代志萍，等. 活断层错动位移下衬砌断面型式对隧道结构的影响[C]// 中国隧道与地下工程大会. [S. l.]：[s. n.]，2014.(LIU Xuezeng，GU Xueying，DAI Zhiping，et al. The influence of lining section type on tunnel structure under active fault displacement[C]// China Tunnel and Underground Engineering Conference. [S. l.]：[s. n.]，2014.(in Chinese))
[80] 许丁予. 高铁隧道工程穿越汶川地震断裂带抗错动机理与设计参数研究[硕士学位论文][D]. 北京：北京交通大学，2015.(XU Dingyu. Anti-breaking mechanism and design parameters research on high-speed railway tunnel engineering through the Wenchuan seimic fracture zone[M. S. Thesis][D]. Beijing：Beijing Jiaotong University，2015.(in Chinese))
[81] 李鹏. 活动断层区公路隧道抗错断结构设计的研究[硕士学位论文][D]. 重庆：重庆交通大学，2009.(LI Peng. Research on anti-breaking structure design of the highway tunnel across active fault zones[M. S. Thesis][D]. Chongqing：Chongqing Jiaotong University，2019.(in Chinese))