[1] 黄伦海, 钱七虎. 公路隧道大断面改扩建施工开挖方案研究[J]. 现代隧道技术, 2016, 53(5): 145-153,160. (Huang Lunhai, Qian Qihu. Study on excavation schemes for the redevelopment construction of highwaytunnels with large sections[J]. Modern Tunnelling Technology, 2016, 53(5): 145-153,160. (in Chinese))
[2] 孙兴山, 董会飞, 苏兴炬, 等. 漳龙高速公路扩建隧道围岩力学特性三维有限元分析[J]. 隧道建设, 2016, 36(1): 52-57. (Sun Xingshan, Dong Huifei, Su Xingju, et al. 3d finite element analysis on mechanical characteristics of surrounding rocks of expansion project: a case study on houci tunnel on zhangzhou-longyan highway[J]. Tunnel Construction, 2016, 36(1): 52-57. (in Chinese))
[3] 钟元庆. 采用三台阶工法开挖的原位扩建隧道现场监测及分析[J]. 现代隧道技术, 2019, 56(5): 170-179. (Zhong Yuanqing. Field monitoring and analysis of in-situ tunnel extension by three-bench method[J]. Modern Tunnelling Technology, 2019, 56(5): 170-179. (in Chinese))
[4] 赖勇, 张帅. 流固耦合作用下隧道原位扩建扩挖方式研究[J]. 地下空间与工程学报, 2019, 15(增1): 311-320. (Lai Yong, Zhang Shuai. Study on the expansion and excavation method of tunnel under the effect of fluid-solid coupling[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(Supp.1): 311-320. (in Chinese))
[5] 张帅. 隧道扩建技术研究[D]. 重庆:重庆交通大学, 2019. (Zhang Shuai. Study on tunnel extension technology—a case study of zhongliangshan tunnel under the influence of seepage[D]. Chongqing:Chongqing Jiaotong University, 2019. (in Chinese))
[6] 谭仪忠, 刘元雪, 蔡守军, 等. 浅埋隧道单侧扩建施工方案优化[J]. 公路交通科技, 2019, 36(4): 108-116. (Tan Yizhong, Liu Yuanxue, Cai Shoujun, et al. Optimization of extension scheme of single-sided shallow tunnel[J]. Journal of Highway and Transportation Research and Development, 2019, 36(4): 108-116. (in Chinese))
[7] 彭泽森, 倪迪, 陶小钧, 等. 隧道扩挖既有衬砌的爆破拆除[J]. 爆破器材, 2019, 48(6): 48-54. (Peng Zesen, Ni Di, Tao Xiaojun, et al. Blasting demolition of existing lining in tunnel expansion excavation[J]. Explosive Materials, 2019, 48(6): 48-54. (in Chinese))
[8] 黄成年, 吴逸飞, 许煜林, 等. 隧道原位扩建施工力学与围岩松动圈演变规律:以广西贺州—巴马高速公路廷心隧道原位扩建工程为例[J]. 科学技术与工程, 2024, 24(24): 10520-10527. (Huang Chengnian, Wu Yifei, Xu Yilin, et al. Construction mechanics and evolution of surrounding rock loose circle of in-situ tunnel expansion[J]. Science Technology and Engineering, 2024, 24(24): 10520-10527. (in Chinese))
[9] 张在晨, 林从谋, 李家盛, 等. 我国公路隧道改扩建技术发展现状及研究展望[J]. 隧道建设(中英文), 2022, 42(4): 570-585. (Zhang Zaichen, Lin Congmou, Li Jiasheng, et al. Development status and prospect of highway tunnel rehabilitation and expansion in china[J]. Tunnel Construction, 2022, 42(4): 570-585. (in Chinese))
[10] 宋战平, 张泽坤, 程昀, 等. 既有公路隧道改扩建技术研究动态及展望[J]. 地下空间与工程学报, 2023, 19(4): 1216-1234. (Song Zhanping, Zhang Zekun, Cheng Jun, et al. Research trend and prospect of reconstruction and extension technology of existing highway tunnels, 2023, 19(4): 1216-1234. (in Chinese))
[11] 黄锋, 朱合华, 李秋实, 等. 隧道围岩松动圈的现场测试与理论分析[J]. 岩土力学, 2016, 37(增1): 145-150. (Huang Feng, Zhu Hehua, Li Qiushi, et al. Field detection and theoretic analysis of loose circle of rock mass surrounding tunnel, 2016, 37(Supp.1): 145-150. (in Chinese))
[12] 陈秋南, 黄小城, 谢小鱼. 基于Hoek-Brown准则对围岩松动圈半径的推导及改进[J]. 应用力学学报, 2015, 32(2): 304-310,357-358. (Chen Qiunan, Huang Xiaocheng, Xie Xiaoyu. Derivation of the radius of the broken rock zone based on Hoek-Brown criterion and its improvement[J]. Chinese Journal of Applied Mechanics, 2015, 32(2): 304-310,357-358. (in Chinese))
[13] 任兆丹, 冀成, 史育峰, 等. 考虑松动圈影响的公路隧道大直径竖井围岩压力计算方法[J]. 科学技术与工程, 2024, 24(15): 6448-6458. (Ren Zhaodan, Ji Cheng, Shi Yufeng, et al. Calculation method for surrounding rock pressure of large diameter vertical shaft in highway tunnel considering the influence of loosening circle[J]. Science Technology and Engineering, 2024, 24(15) : 6448-6458. (in Chinese))
[14] 刘千里, 王永顺, 王建军, 等. 中老铁路沙嫩山隧道大变形区段松动圈发展规律及控制技术[J]. 铁道建筑, 2022, 62(11): 103-106. (Liu Qianli, Wang Yongshun, Wang Jianjun, et al. Development laws and control technologies of broken zone of large deformation section in Shanenshan tunnel of China-Laos railway[J]. Railway Engineering, 2022, 62(11): 103-106. (in Chinese))
[15] 刘志强,刘国锋,陈学琦,等.基于案例反分析的地下洞室围岩片帮深度预测方法[J].地下空间与工程学报,2026,22(3):1056-1067.(Liu Zhiqiang, Liu Guofeng, Chen Xueqi,et al.Predicting method of rock spalling around deep underground caverns based on case back analysis[J].Chinese Journal of Underground Space and Engineering,2026,22(3):1056-1067.(in Chinese))
[16] 刘德柱,李元海.软弱缓倾层状隧道围岩变形破裂规律试验研究[J].地下空间与工程学报,2023,19(5):1527-1535.(Liu Dezhu,Li Yuanhai.Experimental investigation on the law of deformation and fracture of surrounding rock of soft and gently inclined layered tunnel[J].Chinese Journal of Underground Space and Engineering,2023,19(5):1527-1535.(in Chinese))
[17] Mogi K. Effect of the intermediate principal stress on rock failure[J]. Journal of Geophysics Research, 1967, 72(20): 5117-5131.
[18] Mogi K.Effect of the triaxial stress system on the failure of dolomite and limestone[J]. Tectonophysics, 1971, 11(11): 111-127.
[19] Al-Ajmi A M, Zimmerman R W. Relation between the Mogi and the Coulomb failure criteria [J]. International Journal of Rock Mechanics and Mining Sciences, 2005, 42(3): 431-439.
[20] 徐栓强, 俞茂宏, 胡小荣. 基于双剪统一强度理论的地下圆形洞室稳定性的研究[J]. 煤炭学报, 2003(5): 522-526. (Xu Shuanqiang, Yu Maohong, Hu Xiaorong. The stability analysis of circular tunnel based the twin shear unified strength theory[J]. Journal of China Coal Cociety, 2003(5): 522-526. (in Chinese))
[21] Zhao N,Shao Z, Wu K, et al. Time-dependent solutions for lined circular tunnels considering rockbolts reinforcement and face advancement effects[J]. International Journal of Geomechanics, 2021, 21(10): 04021179
[22] 赵南南, 邵珠山, 郑晓蒙, 等. 考虑锚杆作用的深埋软岩隧道黏弹塑性力学响应解析[J]. 力学学报, 2022, 54(2): 445-458. (Zhao Nanan, Shao Zhushan, Zheng Xiaomeng, et al. Analytical approach to the viscoelasto-plastic mechanical response of deep soft rock tunnel considring the rock bolt reinforcement effect[J]. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(2): 445-458. (in Chinese))