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2025 Vol. 52, No. 2
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BIAN Rong, WU Bing, SUN Yongjun, WENG Tianci, XIONG Yonglin. Deformation and safety control limits of shield tunnel under surface loading effects[J]. Hydrogeology & Engineering Geology, 2025, 52(2): 114-124. doi: 10.16030/j.cnki.issn.1000-3665.202312034
Citation: BIAN Rong, WU Bing, SUN Yongjun, WENG Tianci, XIONG Yonglin. Deformation and safety control limits of shield tunnel under surface loading effects[J]. Hydrogeology & Engineering Geology, 2025, 52(2): 114-124. doi: 10.16030/j.cnki.issn.1000-3665.202312034
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Deformation and safety control limits of shield tunnel under surface loading effects

  • 1.

    Economic Research Institute of State Grid Zhejiang Electric Power Company, Hangzhou, Zhejiang　310000, China

  • 2.

    School of Civil & Environmental Engineering and Geography Science, Ningbo University, Ningbo, Zhejiang　315211, China

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Received Date:  21 December 2023
Revised Date:  09 April 2024
Publish Date:  15 March 2025
    Abstract

  • Surface loading is a primary cause of damage to underground shield tunnel segments, leading to issues such as cracking, joint opening, and misalignment. These damages pose significant challenges to the safe operation of shield tunnels. Previous studies often focused on specific loading modes and have not adequately addressed the mechanical interactions between segment joints during analysis. Therefore, this study utilized ABAQUS finite element software to construct a multi-scale refined three-dimensional finite element model containing segments, bolts, and soil layers. The model accounts for the material nonlinearity of tunnel segments and bolts, as well as the complex interaction between tunnel segments and soil. Through simulation analysis of full-scale segment loading model tests, the accuracy and reliability of the adopted tunnel segment model were verified. Using the established three-dimensional refined model, numerical simulation were then conducted to analyze the effects of different loading magnitudes and forms (including central loading, semi-eccentric loading, and eccentric loading) on underground segment structures. The results show that under surface loading, the longitudinal settlement deformation of shield tunnels exhibits discontinuity and non-uniformity. The settlement within the range of surface loading is relatively large, with greater misalignment and opening at the edges of the loading. A comprehensive analysis of the relationship between tunnel structure deformation, opening amount, and misalignment under different loading forms was conducted, and then the relationship between the opening amount of shield tunnel segments and structural deformation and convergence rate was obtained. The proposed formulas can provide valuable insights for engineering applications.

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  • [1] 戴宏伟,陈仁朋,陈云敏. 地面新施工荷载对临近地铁隧道纵向变形的影响分析研究[J]. 岩土工程学报,2006,28(3):312 − 316. [DAI Hongwei,CHEN Renpeng,CHEN Yunmin. Study on effect of construction loads on longitudinal deformation of adjacent metro tunnels[J]. Chinese Journal of Geotechnical Engineering,2006,28(3):312 − 316. (in Chinese with English abstract)] doi: 10.3321/j.issn:1000-4548.2006.03.006

    CrossRef Google Scholar

    DAI Hongwei, CHEN Renpeng, CHEN Yunmin. Study on effect of construction loads on longitudinal deformation of adjacent metro tunnels[J]. Chinese Journal of Geotechnical Engineering, 2006, 28（3）: 312 − 316. （in Chinese with English abstract） doi: 10.3321/j.issn:1000-4548.2006.03.006

    CrossRef Google Scholar

    [2] 马忠政,罗志华,张静,等. 地面堆载对地铁盾构隧道变形影响规律研究[J]. 现代隧道技术,2018,55(增刊2):573 − 578. [MA Zhongzheng,LUO Zhihua,ZHANG Jing,et al. Study on influence of ground surcharge on deformation of subway shield tunnel[J]. Modern Tunnelling Technology,2018,55(Sup 2):573 − 578. (in Chinese with English abstract)]

    Google Scholar

    MA Zhongzheng, LUO Zhihua, ZHANG Jing, et al. Study on influence of ground surcharge on deformation of subway shield tunnel[J]. Modern Tunnelling Technology, 2018, 55（Sup 2）: 573 − 578. （in Chinese with English abstract）

    Google Scholar

    [3] 徐平,杨益新,朱志豪. 运营地铁盾构隧道基底沉降的影响因素分析[J]. 水文地质工程地质,2024,51(4):157 − 166. [XU Ping, YANG Yixin, ZHU Zhihao. Analysis on settlement factors of shield tunnel foundation for operating metro[J]. Hydrogeology & Engineering Geology,2024,51(4):157 − 166. (in Chinese with English abstract)]

    Google Scholar

    XU Ping, YANG Yixin, ZHU Zhihao. Analysis on settlement factors of shield tunnel foundation for operating metro[J]. Hydrogeology & Engineering Geology, 2024, 51（4）: 157 − 166. （in Chinese with English abstract）

    Google Scholar

    [4] 魏纲,张佳,洪文强. 地面堆载对临近既有盾构隧道影响的研究综述[J]. 低温建筑技术,2017,39(6):79 − 82. [WEI Gang,ZHANG Jia,HONG Wenqiang. A review of the research on the impact of ground load on adjacent existing shield tunnel[J]. Low Temperature Architecture Technology,2017,39(6):79 − 82. (in Chinese with English abstract)]

    Google Scholar

    WEI Gang, ZHANG Jia, HONG Wenqiang. A review of the research on the impact of ground load on adjacent existing shield tunnel[J]. Low Temperature Architecture Technology, 2017, 39（6）: 79 − 82. （in Chinese with English abstract）

    Google Scholar

    [5] 徐成华,何政宇,刘刚,等. 南京江北新区地铁盾构开挖引发地面沉降三维数值模拟预测. 吉林大学学报(地球科学版),2024,54(4):1316 − 1325. [XU Chenghua,HE Zhengyu,LIU Gang,et al. Three dimensional numerical simulation of ground settlement caused by metro shield excavation in Jiangbei New District,Nanjing,China. Journal of Jilin University (Earth Science Edition),2024,54(4):1316 − 1325.]

    Google Scholar

    XU Chenghua, HE Zhengyu, LIU Gang, et al. Three dimensional numerical simulation of ground settlement caused by metro shield excavation in Jiangbei New District, Nanjing, China. Journal of Jilin University （Earth Science Edition）, 2024, 54（4）: 1316 − 1325.

    Google Scholar

    [6] 梁荣柱,王理想,李忠超,等. 地表堆载对既有盾构隧道纵向变形影响[J]. 建筑科学与工程学报,2023,40(3):130 − 141. [Liang Rongzhu,Wang Lixiang,Li Zhongchao,et al. The influence of surface surcharge on the longitudinal deformation of existing shield tunnels[J]. Journal of Architectural Science and Engineering,2023,40(3):130 − 141. (in Chinese with English abstract)]

    Google Scholar

    Liang Rongzhu, Wang Lixiang, Li Zhongchao, et al. The influence of surface surcharge on the longitudinal deformation of existing shield tunnels[J]. Journal of Architectural Science and Engineering, 2023, 40（3）: 130 − 141. （in Chinese with English abstract）

    Google Scholar

    [7] 王涛,李浩,徐日庆. 上方大面积加(卸)载引起盾构隧道的变形分析[J]. 现代交通技术,2008,5(3):29 − 31. [WANG Tao,LI Hao,XU Riqing. Analysis of deformation of shield tunnel when vertical loading and unloading[J]. Modern Transportation Technology,2008,5(3):29 − 31. (in Chinese with English abstract)] doi: 10.3969/j.issn.1672-9889.2008.03.008

    CrossRef Google Scholar

    WANG Tao, LI Hao, XU Riqing. Analysis of deformation of shield tunnel when vertical loading and unloading[J]. Modern Transportation Technology, 2008, 5（3）: 29 − 31. （in Chinese with English abstract） doi: 10.3969/j.issn.1672-9889.2008.03.008

    CrossRef Google Scholar

    [8] WANG H N,CHEN X P,JIANG M J,et al. The analytical predictions on displacement and stress around shallow tunnels subjected to surcharge loadings[J]. Tunnelling and Underground Space Technology,2018,71:403 − 427. doi: 10.1016/j.tust.2017.09.015

    CrossRef Google Scholar

    [9] 康成,梅国雄,梁荣柱,等. 地表临时堆载诱发下既有盾构隧道纵向变形分析[J]. 岩土力学,2018,39(12):4605 − 4616. [KANG Cheng,MEI Guoxiong,LIANG Rongzhu,et al. Analysis of the longitudinal deformation of existing shield tunnel induced by temporary surface surcharge[J]. Rock and Soil Mechanics,2018,39(12):4605 − 4616. (in Chinese with English abstract)]

    Google Scholar

    KANG Cheng, MEI Guoxiong, LIANG Rongzhu, et al. Analysis of the longitudinal deformation of existing shield tunnel induced by temporary surface surcharge[J]. Rock and Soil Mechanics, 2018, 39（12）: 4605 − 4616. （in Chinese with English abstract）

    Google Scholar

    [10] 吴庆,杜守继. 地面堆载对既有盾构隧道结构影响的试验研究[J]. 地下空间与工程学报,2014,10(1):57 − 66. [WU Qing,DU Shouji. Model test on influence of ground heaped load on existing shield tunnel structure[J]. Chinese Journal of Underground Space and Engineering,2014,10(1):57 − 66. (in Chinese with English abstract)]

    Google Scholar

    WU Qing, DU Shouji. Model test on influence of ground heaped load on existing shield tunnel structure[J]. Chinese Journal of Underground Space and Engineering, 2014, 10（1）: 57 − 66. （in Chinese with English abstract）

    Google Scholar

    [11] 张明告,周顺华,黄大维,等. 地表超载对地铁盾构隧道的影响分析[J]. 岩土力学,2016,37(8):2271 − 2278. [ZHANG Minggao,ZHOU Shunhua,HUANG Dawei,et al. Analysis of influence of surface surcharge on subway shield tunnel under[J]. Rock and Soil Mechanics,2016,37(8):2271 − 2278. (in Chinese with English abstract)]

    Google Scholar

    ZHANG Minggao, ZHOU Shunhua, HUANG Dawei, et al. Analysis of influence of surface surcharge on subway shield tunnel under[J]. Rock and Soil Mechanics, 2016, 37（8）: 2271 − 2278. （in Chinese with English abstract）

    Google Scholar

    [12] 柳献,张浩立,鲁亮,等. 超载工况下盾构隧道结构承载能力的试验研究[J]. 地下工程与隧道,2013(4):10 − 15. [LIU Xian,ZHANG Haoli,LU Liang,et al. Experimental study on load bearing capacity of shield tunnel structure under overload condition[J]. Underground Engineering and Tunnels,2013(4):10 − 15. (in Chinese with English abstract)]

    Google Scholar

    LIU Xian, ZHANG Haoli, LU Liang, et al. Experimental study on load bearing capacity of shield tunnel structure under overload condition[J]. Underground Engineering and Tunnels, 2013（4）: 10 − 15. （in Chinese with English abstract）

    Google Scholar

    [13] 徐志发,王颖轶,董越鹏,等. 地面超载对大型盾构施工扰动位移的影响[J]. 交通建设与管理,2010(5):175 − 180. [XU Zhifa,WANG Yingyi,DONG Yuepeng,et al. Influence of ground overload on disturbance displacement of large shield construction[J]. Transportation Construction & Management,2010(5):175 − 180. (in Chinese with English abstract)]

    Google Scholar

    XU Zhifa, WANG Yingyi, DONG Yuepeng, et al. Influence of ground overload on disturbance displacement of large shield construction[J]. Transportation Construction & Management, 2010（5）: 175 − 180. （in Chinese with English abstract）

    Google Scholar

    [14] 邵华,黄宏伟,张东明,等. 突发堆载引起软土地铁盾构隧道大变形整治研究[J]. 岩土工程学报,2016,38(6):1036 − 1043. [SHAO Hua,HUANG Hongwei,ZHANG Dongming,et al. Case study on repair work for excessively deformed shield tunnel under accidental surface surcharge in soft clay[J]. Chinese Journal of Geotechnical Engineering,2016,38(6):1036 − 1043. (in Chinese with English abstract)] doi: 10.11779/CJGE201606009

    CrossRef Google Scholar

    SHAO Hua, HUANG Hongwei, ZHANG Dongming, et al. Case study on repair work for excessively deformed shield tunnel under accidental surface surcharge in soft clay[J]. Chinese Journal of Geotechnical Engineering, 2016, 38（6）: 1036 − 1043. （in Chinese with English abstract） doi: 10.11779/CJGE201606009

    CrossRef Google Scholar

    [15] HUANG Hongwei,ZHANG Dongming. Resilience analysis of shield tunnel lining under extreme surcharge:Characterization and field application[J]. Tunnelling and Underground Space Technology,2016,51:301 − 312. doi: 10.1016/j.tust.2015.10.044

    CrossRef Google Scholar

    [16] 魏纲,洪文强,魏新江,等. 偏心堆载作用下盾构隧道横断面变形规律及其控制限值[J]. 中南大学学报(自然科学版),2020,51(3):750 − 757. [WEI Gang,HONG Wenqiang,WEI Xinjiang,et al. Deformation law and control limit of shield tunnel cross-section under eccentric surcharge load[J]. Journal of Central South University (Science and Technology),2020,51(3):750 − 757. (in Chinese with English abstract)] doi: 10.11817/j.issn.1672-7207.2020.03.020

    CrossRef Google Scholar

    WEI Gang, HONG Wenqiang, WEI Xinjiang, et al. Deformation law and control limit of shield tunnel cross-section under eccentric surcharge load[J]. Journal of Central South University （Science and Technology）, 2020, 51（3）: 750 − 757. （in Chinese with English abstract） doi: 10.11817/j.issn.1672-7207.2020.03.020

    CrossRef Google Scholar

    [17] 孙廉威,秦建设,洪义,等. 地面堆载下盾构隧道管片与环缝接头的性状分析[J]. 浙江大学学报(工学版),2017,51(8):1509 − 1518. [SUN Lianwei,QIN Jianshe,HONG Yi,et al. Shield tunnel segment and circumferential joint performance under surface surcharge[J]. Journal of Zhejiang University (Engineering Science),2017,51(8):1509 − 1518. (in Chinese with English abstract)]

    Google Scholar

    SUN Lianwei, QIN Jianshe, HONG Yi, et al. Shield tunnel segment and circumferential joint performance under surface surcharge[J]. Journal of Zhejiang University （Engineering Science）, 2017, 51（8）: 1509 − 1518. （in Chinese with English abstract）

    Google Scholar

    [18] 阮恒丰,梁荣柱,康成,等. 地表突发堆载作用下地铁盾构隧道变形机制三维精细化数值模拟研究[J]. 安全与环境工程,2023,30(1):35 − 45. [RUAN Hengfeng,LIANG Rongzhu,KANG Cheng,et al. Three-dimensional elaborate numerical modelling analysis on the deformation mechanism of metro shield tunnel induced by sudden surface surcharge[J]. Safety and Environmental Engineering,2023,30(1):35 − 45. (in Chinese with English abstract)]

    Google Scholar

    RUAN Hengfeng, LIANG Rongzhu, KANG Cheng, et al. Three-dimensional elaborate numerical modelling analysis on the deformation mechanism of metro shield tunnel induced by sudden surface surcharge[J]. Safety and Environmental Engineering, 2023, 30（1）: 35 − 45. （in Chinese with English abstract）

    Google Scholar

    [19] 桑运龙,刘学增,张强. 基于螺栓-凹凸榫连接的地铁盾构隧道管片环缝接头刚度分析及应用[J]. 隧道建设(中英文),2020,40(1):19 − 27. [SANG Yunlong,LIU Xuezeng,ZHANG Qiang. Stiffness analysis and application of segment annular joint based on bolt-concave and convex tenon connection in metro shield tunnel[J]. Tunnel Construction,2020,40(1):19 − 27. (in Chinese with English abstract)]

    Google Scholar

    SANG Yunlong, LIU Xuezeng, ZHANG Qiang. Stiffness analysis and application of segment annular joint based on bolt-concave and convex tenon connection in metro shield tunnel[J]. Tunnel Construction, 2020, 40（1）: 19 − 27. （in Chinese with English abstract）

    Google Scholar

    [20] 杨茜,张顶立,刘志春. 局部荷载作用下软土盾构隧道纵向沉降数值分析[J]. 北京工业大学学报,2012,38(8):1220 − 1224. [YANG Qian,ZHANG Dingli,LIU Zhichun. Numerical simulations of longitudinal settlement of shield tunnel under local loading[J]. Journal of Beijing University of Technology,2012,38(8):1220 − 1224. (in Chinese with English abstract)] doi: 10.11936/bjutxb2012081220

    CrossRef Google Scholar

    YANG Qian, ZHANG Dingli, LIU Zhichun. Numerical simulations of longitudinal settlement of shield tunnel under local loading[J]. Journal of Beijing University of Technology, 2012, 38（8）: 1220 − 1224. （in Chinese with English abstract） doi: 10.11936/bjutxb2012081220

    CrossRef Google Scholar

    [21] 谢家冲,王金昌,黄伟明. 地面堆载作用下盾构隧道管片开裂行为分析[J]. 铁道科学与工程学报,2021,18(1):162 − 171. [XIE Jiachong,WANG Jinchang,HUANG Weiming. Nonlinear structural analysis on cracking behavior of shield tunnel segment under surface loading[J]. Journal of Railway Science and Engineering,2021,18(1):162 − 171. (in Chinese with English abstract)]

    Google Scholar

    XIE Jiachong, WANG Jinchang, HUANG Weiming. Nonlinear structural analysis on cracking behavior of shield tunnel segment under surface loading[J]. Journal of Railway Science and Engineering, 2021, 18（1）: 162 − 171. （in Chinese with English abstract）

    Google Scholar

    [22] 王如路,张冬梅. 超载作用下软土盾构隧道横向变形机理及控制指标研究[J]. 岩土工程学报,2013,35(6):1092 − 1101. [WANG Rulu,ZHANG Dongmei. Mechanism of transverse deformation and assessment index for shield tunnels in soft clay under surface surcharge[J]. Chinese Journal of Geotechnical Engineering,2013,35(6):1092 − 1101. (in Chinese with English abstract)]

    Google Scholar

    WANG Rulu, ZHANG Dongmei. Mechanism of transverse deformation and assessment index for shield tunnels in soft clay under surface surcharge[J]. Chinese Journal of Geotechnical Engineering, 2013, 35（6）: 1092 − 1101. （in Chinese with English abstract）

    Google Scholar

    [23] 闫鹏飞,蔡永昌. 网格无关的盾构管片面-面接触模型及接缝力学行为研究[J/OL]. 工程力学,(2023-04-10)[2023-12-21]. [Yan Pengfei,CAI Yongchang. Study on mesh-independent one-sided-surface contact model and joint mechanical behavior of shield pipe [J/OL]. Engineering Mechanics,(2023-04-10)[2023-12-21]. http://kns.cnki.net/kcms/detail/11.2595.O3.20230410.0945.004.html. (in Chinese with English abstract)]

    Google Scholar

    Yan Pengfei, CAI Yongchang. Study on mesh-independent one-sided-surface contact model and joint mechanical behavior of shield pipe [J/OL]. Engineering Mechanics, （2023-04-10）[2023-12-21]. http://kns.cnki.net/kcms/detail/11.2595.O3.20230410.0945.004.html. （in Chinese with English abstract）

    Google Scholar

    [24] 中华人民共和国住房和城乡建设部. 混凝土结构设计标准:GB/T 50010—2010[S]. 北京:中国建筑工业出版社,2024. [Ministry of Housing and Urban Rural Development of the People’s Republic of China. Concrete structure design code:GB/T 50010—2010[S]. Beijing:China Building and Construction Press,2024. (in Chinese)]

    Google Scholar

    Ministry of Housing and Urban Rural Development of the People’s Republic of China. Concrete structure design code: GB/T 50010—2010[S]. Beijing: China Building and Construction Press, 2024. （in Chinese）

    Google Scholar

    [25] SHI Chenghua,CAO Chengyong,LEI Mingfang,et al. Effects of lateral unloading on the mechanical and deformation performance of shield tunnel segment joints[J]. Tunnelling and Underground Space Technology,2016,51:175 − 188. doi: 10.1016/j.tust.2015.10.033

    CrossRef Google Scholar

    [26] CAO Shian,LIANG Rongzhu,KANG Cheng,et al. Analytical prediction for longitudinal deformation of shield tunnel subjected to ground surface surcharge considering the stiffness reduction[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2024,48(4):925 − 950. doi: 10.1002/nag.3673

    CrossRef Google Scholar

    [27] 梁荣柱,曹世安,向黎明,等. 地表堆载作用下盾构隧道纵向受力机制试验研究[J]. 岩石力学与工程学报,2023,42(3):736 − 747. [LIANG Rongzhu,CAO Shian,XIANG Liming,et al. Experimental investigation on longitudinal mechanical mechanism of shield tunnels subjected to ground surface surcharge[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(3):736 − 747. (in Chinese with English abstract)]

    Google Scholar

    LIANG Rongzhu, CAO Shian, XIANG Liming, et al. Experimental investigation on longitudinal mechanical mechanism of shield tunnels subjected to ground surface surcharge[J]. Chinese Journal of Rock Mechanics and Engineering, 2023, 42（3）: 736 − 747. （in Chinese with English abstract）

    Google Scholar

    [28] 董新平. 盾构衬砌整环破坏机理研究[J]. 岩土工程学报,2014,36(3):417 − 426. [DONG Xinping. Failure mechanism of the full-ring for segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering,2014,36(3):417 − 426. (in Chinese with English abstract)] doi: 10.11779/CJGE201403003

    CrossRef Google Scholar

    DONG Xinping. Failure mechanism of the full-ring for segmented tunnel lining[J]. Chinese Journal of Geotechnical Engineering, 2014, 36（3）: 417 − 426. （in Chinese with English abstract） doi: 10.11779/CJGE201403003

    CrossRef Google Scholar

    [29] 柳献,张雨蒙,王如路. 地铁盾构隧道衬砌结构变形及破坏探讨[J]. 土木工程学报,2020,53(5):118 − 128. [LIU Xian,ZHANG Yumeng,WANG Rulu. Discussion on deformation and failure of segmental metro tunnel linings[J]. China Civil Engineering Journal,2020,53(5):118 − 128. (in Chinese with English abstract)]

    Google Scholar

    LIU Xian, ZHANG Yumeng, WANG Rulu. Discussion on deformation and failure of segmental metro tunnel linings[J]. China Civil Engineering Journal, 2020, 53（5）: 118 − 128. （in Chinese with English abstract）

    Google Scholar

    [30] 中华人民共和国住房和城乡建设部. 城市轨道交通结构安全保护技术规范: CJJ/T 202—2013[S]. 北京:中国建筑工业出版社,2013. [Ministry of Housing and Urban Rural Development of the People’s Republic of China. Technical code for protection structure of urban rail transit: CJJ/T 202—2013[S]. Beijing:China Architecture & Building Press,2013. (in Chinese)]

    Google Scholar

    Ministry of Housing and Urban Rural Development of the People’s Republic of China. Technical code for protection structure of urban rail transit: CJJ/T 202—2013[S]. Beijing: China Architecture & Building Press, 2013. （in Chinese）

    Google Scholar

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