[1] Wang X, Yuan D. Research on the Interaction between the Pile and Shield Machine in the Process of Cutting a Reinforced Concrete Pile Foundation[J]. Applied Sciences, 2022, 13(1): 245.
[2] Simic-Silva P T, Martínez-Bacas B, Galindo-Aires R, et al. 3D simulation for tunnelling effects on existing piles[J]. Computers and Geotechnics, 2020, 124: 103625.
[3] Wang Y, Wang X, Xiong Y, et al. Full-Scale Laboratory Test of Cutting Large-Diameter Piles Directly by Shield Cutterhead[J]. Advances in Civil Engineering, 2022(1): 8780927.
[4] Xu Q, Zhu H, Ma X, et al. A case history of shield tunnel crossing through group pile foundation of a road bridge with pile underpinning technologies in Shanghai[J]. Tunnelling and Underground Space Technology, 2015, 45: 20-33.
[5] 王哲, 吴淑伟, 姚王晶,等. 盾构穿越既有桥梁桩基磨桩技术的研究[J]. 岩土工程学报, 2020, 42(1): 117-125. (Wang Zhe, Wu Shuwei, Yao Wangjing, et al. Grinding pile technology of shield tunnels crosssing pile foundation of existing bridges[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(1): 117-125. (in Chinese))
[6] 姜忻良, 赵志民, 李园. 天津地铁盾构施工对邻近工程设施影响的动态模拟[J]. 天津大学学报, 2006(2): 188-193. (Jiang Xinliang, Zhao Zhimin, Li Yuan. Dynamic simulation of the effects of shield tunneling in Tianjin subway project on neighboring job facilities[J]. Journal of Tianjin University, 2006(2): 188-193. (in Chinese))
[7] 王立新. 盾构超近距离穿越大型立交桩基群影响研究[J]. 地下空间与工程学报, 2016, 12(3): 761-768,838. (Wang Lixin. Research on the influences of shield closely passing through the pile foundations of large interchange[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(3): 761-768,838. (in Chinese))
[8] Soomro M A, Ng C W W, Memon N A, et al. Lateral behaviour of a pile group due to side-by-side twin tunnelling in dry sand: 3D centrifuge tests and numerical modelling[J]. Computers and Geotechnics, 2018, 101: 48-64.
[9] 陈海丰, 袁大军, 王飞等. 盾构直接切削大直径桩基的掘削参数研究[J]. 土木工程学报, 2016, 49(10): 103-109,128. (Chen Haifeng, Yuan Dajun, Wang Fei, et al. Study on shield cutting parameters when cutting big diameter piles[J]. China Civil Engineering Journal, 2016, 49(10): 103-109,128. (in Chinese))
[10] 杜欣, 黄雪梅, 郝岩, 等. 盾构切削混凝土桥桩刀盘荷载分析[J]. 地下空间与工程学报, 2021, 17(6): 1742-1750. (Du Xin, Huang Xuemei, Hao Yan, et al. Analysis on cutterhead load in shield cutting concrete bridge pile[J]. Chinese Journal of Underground Space and Engineering, 2021, 17(6): 1742-1750. (in Chinese))
[11] Xu P, Zuo S. Study on the JH-2 Model Parameters for Metro Shield Cutting Reinforced Concrete Pile[J]. Geotechnical and Geological Engineering, 2021, 39(7): 5267-5278.
[12] 吴东亮. 复杂地质条件下盾构切削建筑物桩基群影响分析[J]. 城市轨道交通研究, 2021, 24(5): 121-126. (Wu Dongliang. Analysis of influence of shield tunnel cutting building pile foundation groups under complicated geological conditions[J]. Urban Mass Transit, 2021, 24(5): 121-126. (in Chinese))
[13] 王飞, 袁大军, 董朝文,等. 盾构直接切削大直径群桩的刀具配置研究[J]. 土木工程学报, 2013, 46 (12) : 127-135. (Wang Fei, Yuan Dajun, Dong Chaowen, et al. Study on cutter configuration for directly shield cutting of large-diameter piles[J]. China Civil Engineering Journal, 2013, 46(12): 127-135. (in Chinese))
[14] 王飞, 袁大军, 董朝文,等. 盾构直接切削大直径钢筋混凝土桩基试验研究[J]. 岩石力学与工程学报, 2013, 32(12) : 2566-2574. (Wang Fei, Yuan Dajun, Dong Chaowen, et al. Test study of shield cutting large-diameter reinforced concrete piles directly[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(12): 2566-2574. (in Chinese))
[15] 袁大军, 王飞, 董朝文,等. 盾构切削大直径钢筋混凝土桩基新型刀具研究[J]. 中国公路学报, 2016, 29 (3) : 89-97. (Yuan Dajun, Wang Fei, Dong Chaowen, et al. Study on new-style cutter for shield cutting large-diameter reinforced reinforced concrete pile[J]. China Journal of Highway and Transport, 2016, 29 (3) : 89-97. (in Chinese))
[16] 唐仁, 林本海, 梁鹏. 盾构下穿住宅楼直接切桩的安全性研究[J]. 地下空间与工程学报, 2019, 15(增2): 878-883. (Tang Ren, Lin Benhai, Liang Peng. Study on the safety of shield passing through the residential building and directly cutting pile foundation[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(Supp.2): 878-883. (in Chinese))
[17] Zheng Y, Hu Z, Ren X, et al. Effects of Partial Supporting Pile Removal from Deep Foundation Pits by Shallow Excavation Method in Loess Areas[J]. Advances in Materials Science and Engineering,2021(1): 9934113..
[18] 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))
[19] Li T, Liu B, Han Y H, et al. Structural analysis of shield machine cutting monopile using p-y curve based finite element method[J]. Computers and Geotechnics,2023, 161: 105605.
[20] 李景茂, 王旭, 王博林, 等. 盾构切削桩引起的桩基承载特性变化及可行性研究[J]. 中国安全生产科学技术, 2021, 17(5): 26-32. (Li Jingmao, Wang Xu, Wang Boling, et al. Research on change of pile foundation bearing characteristics caused by shield cutting piles and its feasibility[J]. Journal of Safety Science and Technology, 2021, 17(5): 26-32. (in Chinese))
[21] Wang N, Jiang Y, Geng D, et al. Numerical Investigation of the Combined Influence of Shield Tunneling and Pile Cutting on Underpinning Piles[J]. Frontiers in Earth Science, 2022, 10: 896634.
[22] Shi J, Wang F, Zhang D, Huang H. Refined 3D modelling of spatial-temporal distribution of excess pore water pressure induced by large diameter slurry shield tunneling[J]. Computers and Geotechnics. 2021, 137: 104312.
[23] 张云, 殷宗泽, 徐永福. 盾构法隧道引起的地表变形分析[J]. 岩石力学与工程学报, 2002(3): 388-392. (Zhang Yun, Ying Zongze, Xu Yongfu. Analysis on three-dimensional ground surface deformations due to shield tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2002(3): 388-392. (in Chinese))