[1] 张向阳, 任尚磊, 许林峰. 断层错动作用下隧道衬砌围岩破坏机理研究[J]. 地下空间与工程学报, 2021, 17(1): 290-299. (Zhang Xiangyang, Ren Shanglei, Xu Linfeng. Study on coupled failure mechanism of tunnel structural surrounding rock under fault motion[J]. Chinese Journal of Underground Space and Engineering, 2021,17(1): 290-299. (in Chinese))
[2] 杨青莹. 富水断层破碎带对隧道围岩稳定性的影响[J]. 煤矿安全, 2019, 50(8): 148-153. (Yang Qingying. Influence of water-rich fault fracture zone on stability of tunnel surrounding rock[J]. Safety in Coal Mines, 2019, 50(8): 148-153. (in Chinese))
[3] 龚林金, 任锐, 王亚琼, 等. 隧道斜穿不同倾角断层破碎带围岩变形特征分析[J]. 公路, 2021, 66(7): 313-319. (Gong Linjin, Ren Rui, Wang Yaqiong, et al. Analysis on deformation characteristics of surrounding rock of tunnel crossing fault fracture zone with different dip angles[J]. Highway, 2021, 66(7): 313-319. (in Chinese))
[4] 耿萍, 权乾龙, 王少锋, 等. 隧道施工突水突泥形成过程及受断层倾角影响研究[J]. 现代隧道技术, 2015, 52(5): 102-109. (Geng Ping, Quan Qianlong, Wang Shaofeng, et al. Study of the formation process of mud and water bursts during tunnel construction and the influence of fault dip angles[J]. Modern Tunnelling Technology, 2015, 52(5): 102-109. (in Chinese))
[5] 颉永斌, 董建华. 断层破碎带内隧道纵向受荷特征和变形分析[J]. 中国公路学报, 2021, 34(11): 211-224. (Xie Yongbin, Dong Jianhua. Analysis of longitudinal deformation and stress characteristics of tunnel crossing fault fracture zone[J]. China Journal of Highway and Transport, 2021, 34(11): 211-224. (in Chinese))
[6] Zhao K, Janutolo M, Barla G, et al. 3D simulation of TBM excavation in brittle rock associated with fault zones:the brenner exploratory tunnel case[J]. Engineering Geology, 2014, 49(5): 77-81.
[7] Wang Y, Jing H, Su H, et al. Effect of a fault fracture zone on the stability of tunnel-surrounding rock[J]. International Journal of Geomechanics, 2016, 17(6): 04016135.
[8] 杨成忠, 杨鹏, 王威, 等. 断层破碎带影响下软岩隧道涌水敏感性分析[J]. 公路工程, 2020, 45(6): 39-43. (Yang Chengzhong, Yang Peng, Wang Wei, et al. Sensitivity analysis of the water gushing in soft rock tunnel under the influence of fault fracture zone[J]. Highway Engineering, 2020, 45(6): 39-43. (in Chinese))
[9] 孙浪, 欧湘萍, 闫志濠, 等. 断层破碎带地质特征对隧道围岩稳定性的影响研究[J]. 武汉理工大学学报, 2020, 42(3): 23-31. (Sun Lang, Ou Xiangping, Yan Zhihao, et al. Study on the influence of geological characteristics of fault fracture zone on stability of tunnel surrounding rock[J]. Journal of Wuhan University of Technology, 2020, 42(3): 23-31. (in Chinese))
[10] 凡净, 李晓昭, 黄震, 等. 导水夹泥断裂破碎岩内在结构与渗透性[J]. 中国公路学报, 2018, 31(10): 160-166. (Fan Jing, Li Xiaozhao, Huang Zhen, et al. Internal structural characteristics and permeability of kata-rocks in geological structures filled with water and mud[J]. China Journal of Highway and Transport, 2018, 31(10): 160-166. (in Chinese))
[11] 翟建廷, 汪吉林, 杨靖. 矿山压力下断层破碎带的导水性研究[J]. 煤矿安全, 2012, 43(11): 37-40. (Zhai Jianting, Wang Jilin, Yang Jing. Study on transmissivity of shattered fault zone under ground pressure[J]. Safety in Coal Mines, 2012, 43(11): 37-40. (in Chinese))
[12] Ma D, Rezania M, Yu H S, et al. Variations of hydraulic properties of granular sandstones during water inrush: effect of small particle migration[J]. Engineering Geology, 2017, 217: 61-70.
[13] 张玉, 徐卫亚, 赵海斌, 等. 渗流-应力-流变耦合作用下破碎带砂岩渗透演化规律试验研究[J]. 中国石油大学学报(自然科学版), 2014, 38(4): 154-161. (Zhang Yu, Xu Weiya, Zhao Haibin, et al. Experimental investigation on permeability evolution of sandstone from fractured zone under coupling action of hydro-mechanical-creep[J]. Journal of China University of Petroleum: Natural Science, 2014, 38(4): 154-161. (in Chinese))
[14] 彭俊, 蔡明, 荣冠. 等. 裂纹闭合应力及其岩石微裂纹损伤评价[J]. 岩石力学与工程学报, 2015, 34(6): 1091-1100. (Peng Jun, Cai Ming, Rong Guan. Stresses for crack closure and its application to assessing stress-induced microcrack damage[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(6): 1091-1100. (in Chinese))
[15] 李文亮, 周佳庆, 贺香兰, 等. 不同围压下破碎花岗岩非线性渗流特性试验研究[J]. 岩土力学, 2017, 38(增1): 140-150. (Li Wenliang, Zhou Jiaqing, He Xianglan, et al. Nonlinear flow characteristics of broken granite subject to confining pressures[J]. Rock and Soil Mechanics, 2017, 38(Supp.1): 140-150. (in Chinese))
[16] 王俊良. 过导水断层软岩巷道围岩稳定控制技术[J]. 煤矿安全, 2020, 51(12): 85-92, 99. (Wang Junliang. Surrounding rock stability control technology of soft rock roadway passing water conductive fault[J]. Safety in Coal Mines, 2020, 51(12): 85-92, 99. (in Chinese))
[17] 荣耀, 王春阳, 孙洋, 等. 基于数值分析与现场试验的破碎带支护参数优化[J]. 重庆交通大学学报(自然科学版), 2017, 36(11): 16-22, 55. (Rong Yao, Wang Chunyang, Sun Yang, et al. Parameters optimization of fracture belt support based on numerical analysis and field test[J]. Journal of Chongqing Jiaotong University (Natural Sciences), 2017, 36(11): 16-22, 55. (in Chinese))
[18] 刘银, 张志强, 赵梓彤, 等. 断层破碎带在渗流作用下应力特征及控制[J]. 地下空间与工程学报, 2019, 15(3): 820-826. (Liu Yin, Zhang Zhiqiang, Zhao Zitong, et al.The stress characteristics and control of fault zone under the action of seepage flow[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(3): 820-826. (in Chinese))
[19] 吴金刚, 陈建芹, 马杰, 等. 富水断层破碎带大断面隧道设计与快速施工[J]. 隧道建设(中英文), 2022, 42(增1): 353-359. (Wu Jingang, Chen Jianqin, Ma Jie, et al. Design and fast construction technology for large-cross-section tunnel in water-rich fracture zone. Tunnel Construction, 2022, 42(Supp.1): 353-359. (in Chinese))
[20] 王东剑. 隧道穿越断层带围岩超前小导管预加固措施参数研究[J]. 公路, 2022, 67(6): 395-400. (Wang Dongjian. Study on the parameters of pre reinforcement measures for advanced small conduits in the surrounding rock of tunnel crossing fault zones[J]. Highway, 2022, 67(6): 395-400. (in Chinese))
[21] 袁云海. 隧道穿过断层破碎带施工病害处置措施浅析[J]. 地下空间与工程学报, 2013, 9(增1): 1713-1716. (Yuan Yunhai. The treatment measures of construction defect for tunnel passing through the fault fracture zone[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(Supp.1): 1713-1716. (in Chinese))
[22] Cai Q P, Peng J M, Ng C W W, et al. Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand[J]. Computers and Geotechnics, 2019, 111(7): 137-146.
[23] 杨金虎. 慈母山隧道穿越断层破碎带开挖支护技术分析[J]. 地下空间与工程学报. 2011, 7(2): 361-365, 384. (Yang Jinhu. Analysis on excavation and support technique of the fault and crushing zone in Cimushan tunnel. Chinese Journal of Underground Space and Engineering, 2011, 7(2): 361-365, 384. (in Chinese))
[24] 刘利生, 孙星亮, 郝进京. 倾斜岩层大断面隧道塌方机制的数值模拟[J]. 中国安全科学学报, 2019, 29(增1): 38-43. (Liu Lisheng, Sun Xingliang, Hao Jinjing. Numerical simulation of collapse mechanism of large-section tunnel in inclined layered rocks[J]. Safety Science Journal, 2019, 29(Supp.1): 38-43. (in Chinese))
[25] 中华人民共和国水利部. 工程岩体分级标准(GB/T 50218-2014)[S]. 北京: 中国计划出版社, 2014. (Ministry of Water Resources of People's Republic of China. Standard for engineering classification of rock mass[S]. Beijing: China Planning Press, 2014. (in Chinese))
[26] 郭强, 葛修润, 车爱兰. 岩体完整性指数与弹性模量之间的关系研究[J]. 岩石力学与工程学报, 2011, 30(增2): 3914-3919. (Guo Qiang, Ge Xiurun, Che Ailan. Research on relationship of rock mass integrity index and rock mass elastic modulus[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(Supp.2): 3914-3919. (in Chinese))
[27] 许宏发, 陈锋, 王斌, 等. 岩体分级BQ与RMR的关系及其力学参数估计[J]. 岩土工程学报, 2014, 36(1): 195-198. (Xu Hongfa, Chen Feng, Wang Bin, et al. Relationship between RMR and BQ for rock mass classification and estimation of its mechanical parameters[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(1): 195-198. (in Chinese))
[28] 刘军, 解振和. 花岗岩物理参数与纵波波速的关系分析[J]. 矿产与地质, 2022, 36(2): 416-424. (Liu Jun, Xie Zhenhe. Relationship between P-wave velocity and physical parameters of granite[J]. Mineral Resources and Geology, 2022, 36(2): 416-424. (in Chinese))
[29] 郁邦永, 潘书才, 魏建军, 等. 承压饱和破碎岩石颗粒破碎及渗透率演化特征研究[J]. 采矿与安全工程学报, 2020, 37(3): 632-638. (Yu Bangyong, Pan Shucai, Wei Jianjun, et al. Particle crushing and permeability evolution of saturated broken rock under compaction[J]. Journal of Mining & Safety Engineering, 2020, 37(3): 208-214. (in Chinese))
[30] 中国铁路总公司. 铁路隧道监控量测技术规程(Q/CR 9218-2015)[S]. 北京: 中国铁道出版社, 2015. (China Railway Corporation. Technical specification for monitoring measurement of railway tunnel[S]. Beijing: China Railway Publishing House, 2015. (in Chinese))
