[1] 高洪梅, 蔡鑫涛, 张正, 等. 盾构下穿桥梁桩基的截桩效应[J]. 地下空间与工程学报, 2022, 18 (6): 2044-2051. (Gao Hongmei, Cai Xintao, Zhang Zheng, et al. Pile cutting effect of shield underpass bridge pile foundation [J]. Chinese Journal of Underground Space and Engineering, 2022, 18 (6): 2044-2051. (in Chinese))
[2] 冯国辉, 徐长节, 郑茗旺, 等. 考虑轴向内力时盾构下穿引起的既有隧道变形响应分析[J]. 东南大学学报(自然科学版), 2022, 52(3): 523-529. (Feng Guohui, Xu Changjie, Zheng Mingwang, et al. Deformation response analysis on existing tunnel caused by shield tunneling underlying considering axial internal force [J]. Journal of Southeast University (Natural Science Edition), 2022, 52(3): 523-529. (in Chinese))
[3] 张哲. 超大直径盾构下穿棚户区沉降控制技术研究[J]. 地下空间与工程学报, 2019, 15(5): 1541-1548. (Zhang Zhe. Research on settlement control technology of oversized shield tunneling through sheds area [J]. Chinese Journal of Underground Space and Engineering, 2019, 15(5): 1541-1548. (in Chinese))
[4] 万泽恩, 李树忱, 陈健, 等. 大直径泥水盾构穿越复杂环境地表垂直变形研究[J]. 应用基础与工程科学学报, 2021, 29(2): 399-411. (Wan Zeen, Li Shuchen, Chen Jian, et al. Study on ground vertical deformation of large-diameter slurry shield tunneling in complicated environment [J]. Journal of Basic Science and Engineering, 2021, 29(2): 399-411. (in Chinese))
[5] Yin M, Jiang H, Jiang Y, et al. Effect of the excavation clearance of an under-crossing shield tunnel on existing shield tunnels [J]. Tunnelling and Underground Space Technology, 2018, 78: 245-258.
[6] Zhang X P, Tang S H, Liu Q S, et al. Key technology for the construction and inspection of long-distance underwater tunnel for 1000 kV gas-insulated transmission line[J]. Bulletin of Engineering Geology and the Environment, 2023, 82(1): 1-19.
[7] 刘越春, 张宠, 曹斌虎. 克泥效技术在控制盾构隧道施工引起的既有建筑物沉降中的应用[J]. 现代隧道技术, 2022, 59(增2): 234-238. (Liu Yuechun, Zhang Chong, Cao Binhu. Application of clay shock in control of existing building settlement induced by shield tunnelling [J]. Modern Tunnelling Technology, 2022, 59(Supp.2): 234-238. (in Chinese))
[8] 章邦超, 刘洪亮, 雷锋国, 等. 上软下硬地层大直径土压平衡盾构下穿民房建筑群沉降控制[J]. 现代隧道技术, 2022, 59(2): 172-181. (Zhang Bangchao, Liu Hongliang, Lei Fengguo, et al. On settlement control in large-diameter epb shield tunnelling under civil housing complex in upper-soft and lower-hard strata [J]. Modern Tunnelling Technology, 2022, 59(2): 172-181. (in Chinese))
[9] Tang S H, Zhang X P, Liu Q S, et al. Control and prevention of gas explosion in soft ground tunneling using slurry shield TBM [J]. Tunnelling and Underground Space Technology, 2021, 113: 103963.
[10] 李馨芳, 张晓平, 唐少辉, 等. 富含生物成因气体地层盾构掘进克泥效的密封阻隔效应研究[J]. 工程地质学报, 2022, 30(5): 1721-1730. (Li Xinfang, Zhang Xiaoping, Tang Shaohui, et al. Research on the sealing and blocking effect of clay shock during biogenic gas-rich ground tunneling using shield TBM [J]. Journal of Engineering Geology, 2022, 30(5): 1721-1730. (in Chinese))
[11] 吴全立, 王梦恕, 殷明伦. 盾壳环向间隙充填对穿越隧道变形规律的影响分析[J]. 铁道建筑, 2018, 58(11): 66-69, 77. (Wu Quanli, Wang Mengshu, Yin Minglun. Analysis of influence of shield tunnel annular space filling grouting on deformation law of above existing metro tunnel [J]. Railway Engineering , 2018, 58(11): 66-69, 77. (in Chinese))
[12] 吴全立, 王梦恕, 朱磊, 等. 盾构近始发端头下穿既有地铁线路的综合施工技术研究[J]. 现代隧道技术, 2016, 53(4): 134-142. (Wu Quanli, Wang Mengshu, Zhu Lei. et al. Construction technology for the shield tunnel passing under the existing metro line at the launching end [J]. Modern Tunnelling Technology, 2016, 53(4): 134-142. (in Chinese))
[13] 杨成永, 马文辉, 彭华, 等. 地铁双线盾构近距下穿盾构隧道施工沉降控制[J]. 铁道工程学报, 2018, 35(7): 91-98. (Yang Chengyong, Ma Wenhui, Peng Hua, et al. Research on the settlement control of existing shield tunnels affected by construction of underneath dual shield tunnels [J]. Journal of Railway Engineering Society, 2018, 35(7): 91-98. (in Chinese))
[14] 颜静. 盾构近距离下穿既有隧道超挖填充材料特性及沉降控制研究[D]. 苏州:苏州大学, 2021. (Yan Jing. Research on over-excavation filling material properties and deformation control of existing tunnels induced by closely undercrossing shield tunnel [D]. Suzhou: Suzhou University, 2021. (in Chinese))
[15] Wan Y, Zhu Z, Song L, et al. Study on temporary filling material of synchronous grouting in the middle of shield [J]. Construction and Building Materials, 2021,
[16] 唐璇, 邵小康, 谢维, 等. 克泥效特性试验及其在盾构穿越施工中的应用[J]. 隧道建设(中英文), 2023, 43(4): 602-610. (Tang Xuan, Shao Xiaokang, Xie Wei, et al. Performance test of clay shock and its application in shield undercrossing construction [J]. Tunnel Construction, 2023, 43(4): 602-610. (in Chinese))
[17] 李元凯, 杨志勇, 杨星, 等. 盾构法施工注浆新型填充双浆液配比试验及应用[J]. 铁道标准设计, 2022, 66(4): 149-154. (Li Yuankai, Yang Zhiyong, Yang Xing, et al. Experiment and application of new filling Two-component grouting in shield construction [J]. Railway Standard Design, 2022, 66(4): 149-154. (in Chinese))
[18] 刘益良, 苏幼坡, 殷尧, 等. 膨润土改性胶凝材料的研究进展[J]. 材料导报, 2021, 35(5): 5040-5052. (Liu Yiliang, Su Youpo, Yin Yao, et al. Research progress of bentonite modified cementitious materials [J]. Materials Reports, 2021, 35(5): 5040-5052. (in Chinese))
[19] 李靖祺, 徐伟. 基于Herschel-Bulkley流变模型的自密实混凝土流动的CFD模拟[J]. 工程力学, 2013, 30(1): 373-377. (Li Jinwei, Xu Wei. A CFD simulation of self-compacting concrete based on Herschel-Bulkley rheological model [J]. Engineering Mechanics, 2013, 30(1): 373-377. (in Chinese))
[20] Zhou M, Pan B, Yang D, et al. Rheological behavior investigation of concentrated coal-water suspension [J]. Journal of dispersion science and technology, 2010, 31(6): 838-843.
[21] Nazeer M, Hussain F, Hameed M K, et al. Development of mathematical modeling of multi-phase flow of Casson rheological fluid: Theoretical approach [J]. Chaos, Solitons & Fractals, 2021, 150: 111198.
[22] Zhou M, Pan B, Yang D, et al. Rheological behavior investigation of concentrated coal-water suspension [J]. Journal of dispersion science and technology, 2010, 31(6): 838-843.
[23] 叶飞, 王斌, 韩鑫, 梁兴, 等. 盾构隧道壁后注浆试验与浆液扩散机理研究进展[J]. 中国公路学报, 2020, 33(12): 92-104. (Ye Fei, Wang Bin, Han Xin, et al. Review of shield tunnel backfill grouting tests and its diffusion mechanism [J]. China Journal of Highway and Transport, 2020, 33(12): 92-104. (in Chinese))
[24] 杨秀竹, 王星华, 雷金山. 宾汉体浆液扩散半径的研究及应用[J]. 水利学报, 2004 (6): 75-79. (Yang Xiuzhu, Wang Xinghua, Lei Jinshan. Study on grouting diffusion radius of Bingham fluids [J]. Journal of Hydraulic Engineering, 2004 (6): 75-79. (in Chinese))
