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 41 Issue 12
Turn off MathJax
Article Contents
Abstract
References
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
Citation: 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
shu

Safety analysis of settlement monitoring data of joints of Yongjiang immersed tube tunnel during operation period

  • 1. Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, Tongji University, Shanghai 200092, China;
    2. Department of Underground Building Engineering, School of Civil Engineering, Tongji University, Shanghai 200092, China;
    3. Institute of Transportation Planning and Design of Zhejiang Province, Hangzhou 310000, China

More Information
  • Received Date: February 20, 2019
  • Published Date: December 24, 2019
    Graphical Abstract
    • Abstract
  • The mechanical properties of immersed tunnel joints are the key to their safe operation. By analyzing the monitoring data of joint settlement of Yongjiang immersed tube tunnel in Ningbo for 23 years operation, the relationship between uneven settlement of immersed tube tunnel in soft soil foundation and joint deformation of immersed tube tunnel is found, and the laws and reasons of uneven settlement are analyzed and discussed. The stress model for GINA waterstop is established, the stress of GINA waterstop caused by joint deformation is calculated, and the safety of joint waterstop is checked. Finally, the safety assessment method for the structures by using the settlement monitoring data of the tunnel through the forced displacement method during its operation is put forward.
    • FullText(HTML)
    • References (11)
  • [1]
    刘鹏, 丁文其, 金跃郎, 等. 沉管隧道接头三维非线性刚度力学模型[J]. 同济大学学报(自然科学版), 2014, 42(2): 232-237.
    (LIU Peng, DING Wen-qi, JIN Yue-lang, et al.Three-dimensional nonlinear stiffness mechanics model of immersed tube tunnel joints[J]. Journal of Tongji University (Natural Science Edition), 2014, 42(2): 232-237. (in Chinese))
    [2]
    刘鹏, 丁文其, 杨波. 考虑接头力学特性的沉管隧道计算方法[J]. 中南大学学报(自然科学版), 2014(6): 1983-1991.
    (LIU Peng, DING Wen-qi, YANG Bo, et al.Calculation method of immersed tube tunnel considering mechanical properties of joints[J]. Journal of Central South University (Natural Science Edition), 2014(6): 1983-1991. (in Chinese))
    [3]
    萧文浩, 徐国平, 禹海涛, 等. 沉管隧道大比尺管节接头压弯试验研究[J]. 结构工程师, 2014(5): 181-186.
    (XIAO Wen-hao, XU Guo-ping, YU hai-tao, et al. Experimental study on bending of large-scale pipe joints in immersed tunnel[J]. Structural Engineer, 2014(5): 181-186. (in Chinese))
    [4]
    禹海涛, 袁勇, 刘洪洲, 等. 沉管隧道接头力学模型及刚度解析表达式[J]. 工程力学, 2014, 31(6): 145-150.
    (YU Hai-tao, YUAN Yong, LIU Hong-zhou, et al.Mechanics model and rigidity analytical formula of immersed tube tunnel joints[J]. Engineering Mechanics, 2014, 31(6): 145-150. (in Chinese))
    [5]
    胡指南, 谢永利, 来弘鹏, 等. 沉管隧道节段接头剪力键破坏状态与机理研究[J]. 建筑结构, 2015(1): 77-81.
    (HU Zhi-nan, XIE Yong-li, LAI Hong-peng, et al.Study on failure state and mechanism of shear keys in section joints of immersed tube tunnel[J]. Building Structure, 2015(1): 77-81. (in Chinese))
    [6]
    武义凯, 谢永利. 沉管隧道的ANASYS三维有限元分析研究[J]. 西安科技大学学报, 2014, 34(3): 296-301.
    (WU Yi-kai, XIE Yong-li.ANASYS three-dimensional finite element analysis of Immersed Tunnel[J]. Journal of Xi'an University of Science and Technology, 2014, 34(3): 296-301. (in Chinese))
    [7]
    黄帆. 沉管隧道GINA橡胶止水带数值模拟分析[J]. 结构工程师, 2010, 26(1): 96-102.
    (HUANG Fan.Numerical simulation and analysis of GINA rubber water stop belt in immersed tunnel[J]. Structural Engineer, 2010, 26(1): 96-102. (in Chinese))
    [8]
    刘正根, 黄宏伟, 张冬梅. 沉管隧道接头三维非线性数值模拟[J]. 地下空间与工程学报, 2011, 7(4): 691-694.
    (LIU Zheng-gen, HUANG Hong-wei, ZHANG Dong-mei.Three-dimensional nonlinear numerical simulation of immersed tube tunnel joints[J]. Journal of Underground Space and Engineering, 2011, 7(4): 691-694. (in Chinese))
    [9]
    唐英, 管敏鑫, 万晓燕. 沉管隧道接头的理论分析及研究[J]. 中国铁道科学, 2002, 23(1): 67-72.
    (TANG Ying, GUAN Min-xing, WANG Xiao-yan.Theoretical analysis and research on the joint of immersed tube tunnel[J]. Railway Science in China, 2002, 23(1): 67-72. (in Chinese))
    [10]
    谢雄耀, 王培, 李永盛, 等. 甬江沉管隧道长期沉降监测数据及有限元分析[J]. 岩土力学, 2014(8): 2314-2324.
    (XIE Xiong-yao, WANG Pei, LI Yong-sheng, et al.Long-term settlement monitoring data and finite element analysis of Yongjiang immersed tunnel[J]. Geotechnical Mechanics, 2014(8): 2314-2324. (in Chinese))
    [11]
    刘洪洲, 张志刚, 柴瑞, 等. 沉管隧道节段接头作用机理及构造形式探讨[J]. 公路, 2015(4): 27-32.
    (LIU Hong-zhou, ZHANG Zhi-gang, CHAI Rui, et al.Discussion on the mechanism and structure form of segment joint of immersed tube tunnel[J]. Highway, 2015(4): 27-32.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(9)

    1. 周文朋，王开军，冯宏朝，高锋，高梁，徐荣超. 超高特大矩形顶管始发端掌子面稳定性计算. 水利与建筑工程学报. 2025(01): 144-153 .
    2. 郝鹏 ，杨浩 ，冯少军 ，王博 . 高置信水平结构逆可靠度分析与优化方法研究进展. 力学学报. 2024(02): 310-326 .
    3. 钟华，韩玉，陶志刚，刘能源. 软岩隧道NPR锚索主动控制关键技术. 地下空间与工程学报. 2024(02): 587-596+605 .
    4. 黄阜，陈晶晶，王勇涛，杨云强，谭瑞. 基于极限分析理论的复合地层中双模盾构开挖面稳定性研究. 土木与环境工程学报(中英文). 2024(06): 89-99 .
    5. 熊先勇，曾亚林，付慧建，曾威. 基于支持向量机和改进粒子群算法的钢管混凝土拱桥可靠度分析. 公路工程. 2023(02): 55-61 .
    6. 李天胜，何川，方砚兵，周子寒，包烨明，陈子全，白国峰. 基于围岩变形失效的隧道结构可靠度设计方法. 西南交通大学学报. 2023(03): 613-621 .
    7. 孙望成. 考虑Hoek–Brown准则的盾构隧道掌子面稳定性分析. 湖南文理学院学报(自然科学版). 2023(03): 32-36+43 .
    8. 吴兴征，刘赫. 土工构筑物的逆几何可靠性分析算法. 土木与环境工程学报(中英文). 2023(05): 106-115 .
    9. 徐中秋，杨扬，鲁芬婷. 顶管施工对始发端土体影响的分析与研究. 新乡学院学报. 2022(09): 69-72 .

    Other cited types(13)

Catalog

    Get Citation
    PDF
    XML
    Article views (252) PDF downloads (143) Cited by(22)
    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