[1] 卢院. 盾构隧道管片足尺模型试验与环向接头仿真分析研究[D].北京:中国铁道科学研究院,2019. (Lu Yuan. Full-scale model test of shield tunnel segment and simulation analysis of circumferential joint[D].Beijing: China Academy of Railway Sciences,2019. (in Chinese))
[2] 刘钊. 复杂工况条件下错缝拼装盾构管片变形性能试验与仿真分析研究[D].北京:中国铁道科学研究院, 2017: 150. (Liu Zhao. Shield segment deformation performance test and simulation analysis under complicated working condition[D]. Beijing: China Academy of Railway Sciences, 2017: 150. (in Chinese))
[3] Liu X, Dong Z, Bai Y, et al. Investigation of the structural effect induced by stagger joints in segmental tunnel linings: First results from full-scale ring tests[J]. Tunnelling and Underground Space Technology, 2017, 66: 1-18.
[4] 周龙,朱合华,闫治国,等. 深埋高内水压盾构隧道管片衬砌力学特性足尺试验研究[J].土木工程学报, 2022, 55(9): 94-105, 117. (Zhou Long,Zhu Hehua,Yan Zhiguo,et al. Full-scale loading test on mechanical properties of deep-buriedshield segmental linings bearing high inner water pressure[J]. China Civil Engineering Journal, 2022, 55(9): 94-105, 117. (in Chinese))
[5] Yan Z, Zhu H, Ju J. Behavior of reinforced concrete and steel fiber reinforced concrete shield TBM tunnel linings exposed to high temperatures[J]. Construction and Building Materials, 2013, 38: 610-618.
[6] 武彧,曾明根,苏庆田.组合桥面板疲劳荷载后剩余承载力试验研究[J].同济大学学报(自然科学版), 2023, 51(10): 1542-1552. (Wu Yu,Zeng Minggen,Su Qingtian. Residual static load bearing capacity of orthotropic composite bridge deck after fatigue loading[J]. Journal of Tongji University(Natural Science), 2023, 51(10): 1542-1552. (in Chinese))
[7] 杨孟刚, 万航航, 孟栋梁. 墩顶水平冲击作用后钢筋混凝土桥墩剩余承载力研究[J]. 中南大学学报(自然科学版), 2023, 54(12): 4793-4805. (Yang Menggang,Wan Hanghang, Meng Dongliang. Research on residual bearing capacity of reinforced concrete bridge piers following horizontal impacts at pier top[J]. Journal of Central South University (Science and Technology), 2023, 54(12): 4793-4805. (in Chinese))
[8] 刘赫, 刘俊博, 朱子豪, 等. 混凝土腐蚀减薄对钢筋混凝土管节承载性能影响[J]. 土木工程与管理学报, 2022, 39(4): 62-69, 75. (Liu He,Liu Junbo,Zhu Zihao,et al. Influence of corrosion-induced concrete thinning on the bearing capacity of reinforced concrete pipes[J]. Journal of Civil Engineering and Management, 2022, 39(4): 62-69, 75. (in Chinese))
[9] 元腾飞. 隧道衬砌开裂对结构受力性能的影响研究[D].北京: 北京交通大学, 2019. (Yuan Pengfei. A research on the impact of the tunnel lining cracing on the structure force performance[D]. Beijing: Beijing Jiaotong University, 2019. (in Chinese))
[10] 高晓静, 李鹏飞, 张明聚, 等. 局部失效盾构隧道管片承载特性及破坏机理[J].中国公路学报, 2023, 36(11): 302-311. (Gao Xiaojing,Li Pengfei,Zhang Mingju,et al. Bearing characteristics and failure mechanism of partially failed segments in shield tunnels[J]. China Journal of Highway and Transport, 2023, 36(11): 302-311. (in Chinese))
[11] 刘学增,李振,杨芝璐,等.隧道衬砌裂缝特征对承载力的影响分析[J].哈尔滨工业大学学报,2024,56(7):37-45. (Liu Xuezeng, Li Zhen, Yang Zhilu,et al. Analysis of the influence of tunnel lining cracks on bearing capacity[J].Journal of Harbin Institute of Technology,2024,56(7):37-45. (in Chinese))
[12] 何川, 刘川昆, 王士民, 等. 裂缝数量对盾构隧道管片结构力学性能的影响[J]. 中国公路学报, 2018, 31(10): 210-219. (He Chuan,Liu Chuankun,Wang Shimin,et al. Influence of crack number on mechanical properties of shield tunnel segment structure[J]. China Journal of Highway and Transport, 2018, 31(10): 210-219. (in Chinese))
[13] 刘川昆, 何川, 王士民, 等. 裂缝长度对盾构隧道管片结构破坏模式模型试验研究[J]. 中南大学学报(自然科学版), 2019, 50(6): 1447-1456. (Liu Chuankun,He Chuan,Wang Shimin,et al. Model test study on failure mode of segment structure of shieldtunnel with crack length[J]. Journal of Central South University (Science and Technology), 2019, 50(6): 1447-1456. (in Chinese))
[14] 曹淞宇, 王士民, 刘川昆, 等. 裂缝位置对盾构隧道管片结构破坏形态的影响[J]. 东南大学学报(自然科学版), 2020, 50(1): 120-128. (Cao Songyu,Wang Shimin,Liu Chuankun,et al. Influence of crack location on failure mode of shield tunnel lining structure[J]. Journal of Southeast Unniversity (Natural Science Edition), 2020, 50(1): 120-128. (in Chinese))
[15] 魏纲, 周鑫鑫, 刘亚宇, 等. 多环盾构管片原型试验加载系统的研发和应用[J]. 现代隧道技术, 2022, 59(4): 176-186. (Wei Gang,Zhou Xinxin,Liu Yayu,et al. Development and application of test loading system of multi-ring shield segment prototype[J]. Modern Tunnel Technology, 2022, 59(4): 176-186. (in Chinese))
[16] Liu X, Jiang Z J, Zhang L L. Experimental investigation of the ultimate bearing capacity of deformed segmental tunnel linings strengthened by epoxy-bonded filament wound profiles[J]. Structure and Infrastructure Engineering, 2017, 13 (10):1268-1283.
[17] 柳献,张姣龙,蒋子捷,等.UHPC加固盾构隧道衬砌结构试验[J].中国公路学报,2021,34(8):181-190. (Liu Xian, Zhang Jiaolong, Jiang Zijie,et al. Experimental investigations of a segmental tunnel ring strengthened by using UHPC[J]. China J. Highw. Transp.,2021,34(8):181-190. (in Chinese))
[18] 付伟庆,聂长强,李茂,等.预制沟道缆线管廊接头受力性能研究[J].地下空间与工程学报,2023,19(6):2028-2038. (Fu Weiqing,Nie Changqiang,Li Mao, et al.Study on the mechanical performance of prefabricated trench cable tunnel joint[J].Chinese Journal of Underground Space and Engineering,2023,19(6):2028-2038. (in Chinese))
[19] Zhang J L, Schlappal T, Yuan Y, et al. The influence of interfacial joints on the structural behavior of segmental tunnel rings subjected to ground pressure[J]. Tunnelling and Underground Space Technology, 2019, 84: 538-556.
