Advanced Search
  • Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Volume 41 Issue 12
Turn off MathJax
Article Contents
Abstract
References
Related Articles
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
    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

  • Related Articles

    [1]XU Youjun, ZHANG zhengxi, ZHANG Chao, LIU Tianyu, ZHANG Xu. Theoretical study on equivalent stiffness of F-type socket joints in rectangular pipe jacking tunnels[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 506-515. DOI: 10.11779/CJGE20231165
    [2]ZHONG Zilan, ZHANG Yabo, HOU Benwei, HAN Junyan, DU Xiuli. Seismic response analysis and damage assessment of urban water supply networks considering influences of crossing pipelines[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(5): 964-975. DOI: 10.11779/CJGE20220201
    [3]YANG Xiao-hui, QIAN Bao, Guo Nan, DING Bao-yan, ZHANG Guo-hua. Influence factors and deformation laws of uneven settlement of a loess-filling foundation[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 207-212. DOI: 10.11779/CJGE2022S1037
    [4]JIN Cong-cong, CHI Shi-chun, NIE Zhang-bo. Seismic safety analysis of high earth-rockfill dams based on seismic deformational fragility[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(2): 334-343. DOI: 10.11779/CJGE202002015
    [5]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
    [6]ZHU He-hua, HUANG Bo-qi, LI Xiao-jun, HASHIMOTO Tadashi. Unified model for internal force and deformation of shield segment joints and experimental analysis[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2153-2160. DOI: 10.11779/CJGE201412001
    [7]LIU Chengdong, MA Fuheng, DAI Qun. Application of wild value diagnosis technique in dam safety monitoring data analysis[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(11): 1726-1728.
    [8]ZHAO Shangyi, ZHENG Yingren, SHI Weimin, WANG Jinglin. Analysis on safety factor of slope by strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 343-346.
    [10]Tan Zhiming, Yao Zukang. Structural Analysis of Concrete Pavements on Soft Subsoils with Differential Settlements[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(2): 54-63.

  • Cited by

    Periodical cited type(12)

    1. 李书亮, 李科, 郭鸿雁, 陈建忠. 基于SSA-LSTM-WNN的沉管隧道接头张合预测. 地下空间与工程学报. 2025(05)
    2. 孙超，张光伟，答武强，余祖峰. 某沉管隧道病害分析及处置措施构思. 隧道建设(中英文). 2025(02): 415-424 .
    3. 仉文岗，唐学成，刘汉龙，杨文钰，刘智成，王鲁琦，李红蕊. 静-动荷载作用下欠固结软土盾构隧道长期沉降与最优埋深计算方法. 隧道建设(中英文). 2024(09): 1829-1840 .
    4. 刘剑，金耀，朱小明. 沉管隧道运营期健康监测技术研究及应用. 公路. 2024(10): 437-442 .
    5. 王延宁，周桓竹，俞缙. 沉管隧道运维期回淤影响下的长期沉降模型. 岩土工程学报. 2023(02): 292-300 . 本站查看
    6. 王延宁，周桓竹，郑俊杰. 考虑地基性状时间变化的沉管隧道变形分析. 铁道科学与工程学报. 2023(09): 3453-3462 .
    7. 姬海，宋神友，徐国平，黄清飞，邓斌. 钢壳混凝土沉管抗剪连接件力学特性研究. 公路. 2023(09): 427-438 .
    8. 周桓竹，王延宁，寇晓强. 考虑潮汐荷载作用的沉管隧道竖向位移计算. 铁道科学与工程学报. 2022(03): 790-797 .
    9. WANG Yan-ning，ZHOU Huan-zhu，WANG Le-chen. Settlement Mode Analysis for An Immersed Tube Tunnel Considering A Nonuniform Foundation Under Tidal Load. China Ocean Engineering. 2022(03): 427-438 .
    10. 丁浩，景强，闫禹，张娜，李旺林. 沉管隧道运维技术发展现状综述. 中国公路学报. 2022(10): 1-12 .
    11. 谢雄耀，张乃元，周彪，王晓佳. 滨海软土沉管隧道结构性能演化规律及成因分析. 工业建筑. 2021(07): 1-5+24 .
    12. 张文春，李承航. 深基坑及周边建筑物的沉降监测实例分析. 北方建筑. 2020(03): 8-12 .

    Other cited types(9)

Catalog

    FANG Yong-gang

    • 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

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (349) PDF downloads (147) Cited by(21)
    Related
    Website Copyright © 2010 Nanjing Hydraulic Research Institute 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：No.34 Hujuguan, Nanjing 210024, ChinaPostal Code：210024Tel：+86-25-85829534, 85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return