Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 45 Issue 9
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
ZHOU Long, ZHU Hehua, SHEN Yi, YAN Zhiguo, GUAN Linxing. Stress and deformation properties of shield segmental linings under internal water pressures[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1763-1772. DOI: 10.11779/CJGE20220761
Citation: ZHOU Long, ZHU Hehua, SHEN Yi, YAN Zhiguo, GUAN Linxing. Stress and deformation properties of shield segmental linings under internal water pressures[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(9): 1763-1772. DOI: 10.11779/CJGE20220761
shu

Stress and deformation properties of shield segmental linings under internal water pressures

  • 1.

    Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

  • 2.

    School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, China

  • 3.

    State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

  • 4.

    Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., Shanghai 200092, China

More Information
  • Received Date: June 14, 2022
  • Available Online: September 06, 2023
    Graphical Abstract
    • Abstract
  • The mechanical responses of continuous- and stagger-jointed shield lining structures with different buried depths and internal water pressures are investigated, and then the influences of the internal pressure, buried depth and lining assembly manner on the stress and deformation properties of shield segmental linings are analyzed. The results show that the deformations of the shield lining rings increase, and the change of the internal forces presents the characteristic of three stages in the process of inner water inside the tunnel from the empty pipe state to the full one. The first stage is from the empty pipe state to the half one, in which the bending moments and axial forces of the lining rings increase and decrease, respectively, but the change ranges of the bending moments and axial forces are very small. The second stage is from the half pipe state to the full one, in which the bending moments and axial forces of the lining rings increase and decrease, respectively, and the change range of the axial forces is less than that of the bending moments. The third stage is the increase of the internal pressures after the pipe is full, in which the bending moments and axial forces of the lining rings decrease at the same time, but the reduction of the axial forces is much greater than that of the bending moments. The internal forces and deformations of the lining structures reduce with the decrease of the buried depth, but the local joint opening and bolt stress may increase in the shield segmental linings under the internal water pressure. Thus, enough attention should be paid to the safety reserve of the joints in the linings with shallow buried depth. In addition, under the same buried depth at tunnel top and internal water pressure inside the tunnel, the convergence deformation, local joint opening and stress of the bolts at the joint positions of the staggered-jointed lining structures are better than those of the continuous-jointed ones, which means the staggered-jointed assembly manner should be preferred for the shield linings under the internal water pressures.
    • FullText(HTML)
    • References (20)
  • [1]
    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. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202209009.htm

    ZHOU Long, ZHU Hehua, YAN Zhiguo, et al. Full-scale loading test on mechanical properties of deep-buried shield segmental linings bearing high inner water pressure[J]. China Civil Engineering Journal, 2022, 55(9): 94-105, 117. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC202209009.htm
    [2]
    王建平, 何贞俊, 潘文慰, 等. 广州深隧排水系统东濠涌试验段物理模型试验研究[J]. 中国给水排水, 2020, 36(23): 108-112. https://www.cnki.com.cn/Article/CJFDTOTAL-GSPS202023022.htm

    WANG Jianping, HE Zhenjun, PAN Wenwei, et al. Physical model test of Donghaochong test section of deep tunnel drainage system in Guangzhou city[J]. China Water & Wastewater, 2020, 36(23): 108-112. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GSPS202023022.htm
    [3]
    安瑞冬, 游景皓, 廖磊, 等. 深层隧道排水系统中井隧水力学特性研究[J]. 水利学报, 2021, 52(12): 1498-1507. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB202112010.htm

    AN Ruidong, YOU Jinghao, LIAO Lei, et al. Study on the hydraulic characteristics of dropshaft and tunnel in the deep tunnel drainage system[J]. Journal of Hydraulic Engineering, 2021, 52(12): 1498-1507. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB202112010.htm
    [4]
    朱建文, 孟晗, 闫治国, 等. 高承载力盾构管片接头预埋件抗拉性能试验[J]. 中国公路学报, 2017, 30(8): 149-155. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201708017.htm

    ZHU Jiannwen, MENG Han, YAN Zhiguo. Test of tensile performance for embeded part with high bearing capability of segment joints in shield tunnel[J]. China Journal of Highway and Transport, 2017, 30(8): 149-155. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201708017.htm
    [5]
    GUO R, ZHANG M Y, XIE H M, et al. Model test study of the mechanical characteristics of the lining structure for an urban deep drainage shield tunnel[J]. Tunnelling and Underground Space Technology, 2019, 91: 103014. doi: 10.1016/j.tust.2019.103014
    [6]
    刘威, 王祺, 庄欠伟, 等. 深埋排水调蓄盾构隧道管片1∶1力学试验系统的研发与应用[J]. 中国公路学报, 2020, 33(2): 103-113, 157. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202002010.htm

    LIU Wei, WANG Qi, ZHUANG Qian-wei, et al. Development and application of a 1∶1 mechanical testing system for deeply-buried water storage and sewage shield tunnel[J]. China Journal of Highway and Transport, 2020, 33(2): 103-113, 157. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202002010.htm
    [7]
    HUANG X, LIU W, ZHANG Z X, et al. Exploring the three-dimensional response of a water storage and sewage tunnel based on full-scale loading tests[J]. Tunnelling and Underground Space Technology, 2019, 88: 156-168.
    [8]
    HUANG X, LIU W, ZHANG Z X, et al. Structural behavior of segmental tunnel linings for a large stormwater storage tunnel: insight from full-scale loading tests[J]. Tunnelling and Underground Space Technology, 2020, 99: 103376.
    [9]
    ZHANG Z X, LIU W, HUANG X, et al. Exploring the three-dimensional response of water storage and sewage tunnel based on 3D finite element modeling[J]. Tunnelling and Underground Space Technology, 2022, 120: 104269.
    [10]
    ZHOU L, ZHU H H, SHEN Y, et al. Full-scale experimental investigation on progressive failure characteristics of shield segmental lining connected through segmental joints containing ductile-iron joint panels[J]. Archives of Civil and Mechanical Engineering, 2022, 22: 120.
    [11]
    ZHOU L, SHEN Y, GUAN L X, et al. Full-scale experiment for segmental linings of deep-buried shield tunnels bearing high inner water pressure: comparison of mechanical behaviors of continuous- and stagger-jointed structures[J]. Underground Space, 2023, 8: 252-266.
    [12]
    丁发兴, 余志武. 混凝土受拉力学性能统一计算方法[J]. 华中科技大学学报(城市科学版), 2004, 21(3): 29-34. https://www.cnki.com.cn/Article/CJFDTOTAL-WHCJ200403008.htm

    DING Faxing, YU Zhiwu. Unified calculation method of mechanical properties of concrete in tension[J]. Journal of Huazhong University of Science and Technology (Urban Science), 2004, 21(3): 29-34. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WHCJ200403008.htm
    [13]
    余志武, 丁发兴. 混凝土受压力学性能统一计算方法[J]. 建筑结构学报, 2003, 24(4): 41-46. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB200304005.htm

    YU Zhiwu, DING Faxing. Unified calculation method of compressive mechanical properties of concrete[J]. Journal of Building Structures, 2003, 24(4): 41-46. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB200304005.htm
    [14]
    SU D, CHEN W J, WANG X T, et al. Numerical study on transverse deformation characteristics of shield tunnel subject to local soil loosening[J]. Underground Space, 2022, 7(1): 106-121.
    [15]
    KOYAMA Y. Present status and technology of shield tunneling method in Japan[J]. Tunneling and Underground Space Technology, 2003, 18(2/3): 145-159.
    [16]
    廖少明, 门燕青, 肖明清, 等. 软土盾构法隧道纵向应力松弛规律的实测分析[J]. 岩土工程学报, 2017, 39(5): 795-803. doi: 10.11779/CJGE201705003

    LIAO Shaoming, MEN Yanqing, XIAO Mingqing, et al. Field tests on longitudinal stress relaxation along shield tunnel in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 795-803. (in Chinese) doi: 10.11779/CJGE201705003
    [17]
    柳献, 杨振华, 门燕青. 盾构隧道环间纵向压力时变规律研究[J]. 岩土工程学报, 2021, 43(1): 188-193. doi: 10.11779/CJGE202101022

    LIU Xian, YANG Zhenhua, MEN Yanqing. Temporal variation laws of longitudinal stress on cross section of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 188-193. (in Chinese) doi: 10.11779/CJGE202101022
    [18]
    CHEN R P, CHEN S, WU H N, et al. Investigation on deformation behavior and failure mechanism of a segmental ring in shield tunnels based on elaborate numerical simulation[J]. Engineering Failure Analysis, 2020, 117: 104960.
    [19]
    黄宏伟, 徐凌, 严佳梁, 等. 盾构隧道横向刚度有效率研究[J]. 岩土工程学报, 2006, 28(1): 11-18. http://www.cgejournal.com/cn/article/id/11891

    HUANG Hongwei, XU Ling, YAN Jialiang, et al. Study on transverse effective rigidity ratio of shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 11-18. (in Chinese) http://www.cgejournal.com/cn/article/id/11891
    [20]
    王士民, 申兴柱, 何祥凡, 等. 不同拼装方式下盾构隧道管片衬砌受力与破坏模式模型试验研究[J]. 土木工程学报, 2017, 50(6): 114-124. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201706013.htm

    WANG Shimin, SHEN Xingzhu, HE Xiangfan, et al. A model test for the mechanical property and failure mode of lining segments with different assembly types of shield tunnel[J]. China Civil Engineering Journal, 2017, 50(6): 114-124. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201706013.htm
    • Related Articles

  • Related Articles

    [1]ZHANG Nan, LI Bo, WANG Tiancheng, JIANG Jiwei, WANG Hanwu. Centrifugal model tests on stability of embankment on soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 222-225. DOI: 10.11779/CJGE2023S10032
    [2]WANG Yanning, ZHOU Huanzhu, YU Jin. Long-term settlement model for immersed tube tunnels under back silting loads during operation and maintenance periods[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(2): 292-300. DOI: 10.11779/CJGE20211560
    [3]LEI Hua-yang, ZHANG Lei, XU Ying-gang, LIANG Jian-wen, BA Zhen-ning. Numerical simulation of settlement of soft soil foundation under fast metro train loads[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 45-48. DOI: 10.11779/CJGE2019S1012
    [4]XIE Xiong-yao, YI Cheng-min, LI Wei-ping, FANG Yong-gang. Safety analysis of settlement monitoring data of joints of Yongjiang immersed tube tunnel during operation period[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2338-2344. DOI: 10.11779/CJGE201912020
    [5]YANG Guang-hua, XU Chuan-bao, LI Zhi-yun, JIANG Yan, ZHANG Yu-cheng. Simplified method for settlement calculation of rigid pile composite foundation in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 21-24. DOI: 10.11779/CJGE2017S2006
    [6]LIU Yu-yang, XIE Yong-li, LAI Hong-peng, ZHANG Hong-guang. Influence of foundation settlement on mechanical performance of shear keys of segment joints in immersed tube tunnels[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(12): 2235-2244. DOI: 10.11779/CJGE201512013
    [7]WANG Hui, HUANG Hong-wei. Reliability evaluation method for segment joints of metro shield tunnels in soft soils[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 278-283.
    [8]Field tests on post-construction settlement of DJMP composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(3).
    [9]ZHOU Shunhua, XU Kai, WANG Binglong, WANG Xiang. Research on settlement of soft ground under overloading-unloading and reloading[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1226-1229.
    [10]LUO Qiang, LIU Junyan, ZHANG Liang. Application of geosynthetics-reinforced sand blanket to settlement reduction of soft ground[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 710-714.
    • Supplements (1)

  • Other Related Supplements

  • Cited by

    Periodical cited type(3)

    1. 韩博文，蔡国庆，苏彦林，单冶鹏，李舰. 间歇荷载–湿化耦合作用下有砟轨道路基翻浆冒泥机制及动力特性试验研究. 岩石力学与工程学报. 2025(01): 69-80 .
    2. 蒋红光，王新宇，马川义，张宁，刘舜，王川. 高速铁路基床细颗粒动力迁移机制与临界水力梯度研究. 振动与冲击. 2025(06): 263-271 .
    3. 高峰，曾宪璋，钟闻华，黄生勇，张军辉. 多年冻土区道路工程病害处治技术研究进展与展望. 中外公路. 2024(05): 1-16 .

    Other cited types(0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(3)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return