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 37 Issue zk1
Turn off MathJax
Article Contents
Abstract
References
Related Articles
HAN Lei, YE Guan-lin, WANG Jian-hua, YANG Guang-hui, ZHOU Song. Finite element analysis of impact of under-crossing of large shallow shield tunnel on riverbank[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 125-128. DOI: 10.11779/CJGE2015S1025
Citation: HAN Lei, YE Guan-lin, WANG Jian-hua, YANG Guang-hui, ZHOU Song. Finite element analysis of impact of under-crossing of large shallow shield tunnel on riverbank[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 125-128. DOI: 10.11779/CJGE2015S1025
shu

Finite element analysis of impact of under-crossing of large shallow shield tunnel on riverbank

  • 1. Department of Civil Engineering, Shanghai Jiao Tong University , Shanghai 200240, China; 2. Shanghai Urban Construction Municipal Engineering Co., Ltd., Shanghai 200065, China

More Information
  • Received Date: March 25, 2015
  • Published Date: July 24, 2015
    Abstract
  • Based on the tunnel project of Jiangyin West Chengjiang Road, the impact of undercrossing of large shallow shield tunnel on the riverbank is analyzed by using the Gleaves finite element software. The subroutine of displacement control of finite element method (DCM) is established in the software based on the ground loss ratio. The analysis results show that the settlement of riverbank varies largely with different ground loss ratios under small overburden. The ground loss ratio should be controlled within 1% for the safety of the riverbank. The in-situ monitoring results show that the largest settlement of riverbank is 12 mm after crossing of shield tunnel. Good control effect is achieved and the safety of the riverbank is ensured .
    • FullText(HTML)
    • References (8)
  • [1]
    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, 21(3): 388-392. (ZHANG Yun, YIN Zong-ze, XU Yong-fu. Analysis of three-dimensional ground surface deformations due to shield tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(3): 388-392. (in Chinese))
    [2]
    王 霆, 刘维宁, 张成满, 等. 地铁车站浅埋暗挖法施工引起地表沉降规律研究[J]. 岩石力学与工程学报, 2007, 26(9): 1855-1861. (WANG Ting, LIU Wei-ning, ZHANG Cheng-man, et al. Study on ground settlement induced by shallow metro station constructions[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(9): 1855-1861. (in Chinese))
    [3]
    张忠苗, 林存刚, 吴世明, 等. 过江盾构隧道穿越大堤的地层沉降分析及控制[J]. 岩土工程学报, 2011, 33(6): 977-984. (ZHANG Zhong-miao, LIN Cun-gang, WU Shi-ming, et al. Analysis and control of ground settlement of embankments in construction of cross-river shield tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 977-984. (in Chinese))
    [4]
    李希元, 闫静雅, 孙艳萍. 盾构隧道施工工程事故的原因与对策[J]. 地下空间与工程学报, 2006, 1(6): 968-971. (LI Xi-yuan, YAN Jing-ya, SUN Yan-ping. Reasons and countermeasures of accidents happened during the shield tunnel construction[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(6): 968-971. (in Chinese))
    [5]
    黄威然, 竺维彬. 泥水盾构过江工程江底塌方风险的应对及处理[J]. 现代隧道技术, 2006, 43(2): 49-53. (HUANG Wei-ran, ZHU Wei-bin. Collapse treatment under river in a project of slurry shield tunneling[J]. Modern Tunnelling Technology, 2006, 43(2): 49-53. (in Chinese))
    [6]
    竺维彬, 鞠世健, 等. 地铁盾构施工风险源及典型事故的研究[M]. 广州: 暨南大学出版社, 2009. (ZHU Wei-bin, JU Shi-jian, et al. Research of subway shield construction risk sources and typical accidents[M]. Guangzhou: Jinan University Press, 2009. (in Chinese))
    [7]
    李宗梁, 黄锡刚. 泥水盾构穿越堤坝沉降控制研究[J]. 现代隧道技术, 2011, 48(1): 103-110. (LI Zong-liang, HUANG Xi-gang. Study on settlement control for slurry shields crossing the embankment[J]. Modern Tunnelling Technology, 2011, 48(1): 103-110. (in Chinese))
    [8]
    杜佐龙, 黄茂松, 李 早. 基于地层损失率的隧道开挖对临近群桩影响的DCM方法[J]. 岩土力学, 2009, 30(10): 3043-3047. (DU Zuo-long, HUANG Mao-song, LI Zao. DCM-based on ground loss for response of group piles induced by tunneling[J]. Rock and Soil Mechanics, 2009, 30(8): 3043-3047. (in Chinese))
    • Related Articles

  • Related Articles

    [1]CAI Zhengyin, FAN Kaifang, ZHU Xun. Dynamic characteristics of offshore wind power with bucket foundation based on field tests[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 443-452. DOI: 10.11779/CJGE20231183
    [2]BI Junwei, ZHANG Jiyan, GAO Guangyun, WANG Yimin. Field measurements and numerical analysis of ground vibrations generated by cutting[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 270-275. DOI: 10.11779/CJGE2023S20043
    [3]KOU Xiao-qiang, YU Jian, XU Xin-wei, SONG Shen-you, GAO Chao. Settlement calculation method for sand compaction piles under water based on in-situ measurement[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 820-826. DOI: 10.11779/CJGE202205004
    [4]LIU Meng-bo, LIAO Shao-ming, CHEN Li-sheng, ZHAO Guo-qiang, XU Wei-zhong. In-situ measurements of shield machine receiving in foamed concrete[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2006-2014. DOI: 10.11779/CJGE202011005
    [5]WANG Jie, LI Di-an, TIAN Bao-ji, DU Zuo-long, HAN Lei. Theoretical analysis and engineering application of new pile-soil-support system[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 93-96. DOI: 10.11779/CJGE2019S2024
    [6]XU Du, FENG Xia-ting, LI Shao-jun, WU Shi-yong, QIU Shi-li, ZHOU Yang-yi, GAO Yao-hui. In-situ testing technique for tunnel deformation and structural plane of rock mass based on contactless laser scanning method and its application[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1336-1343. DOI: 10.11779/CJGE201807022
    [7]Comparative analyses of model tests and in-situ monitoring of zonal disintegration of rock mass in deep tunnels[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
    [8]WANG Yansen, XUE Libing, CHENG Jianping, HAN Tao, LI Jinhua. In-situ measurement and analysis of freezing pressure of vertical shaft lining in deep alluvium[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(2): 207-212.
    [9]LI Lingling, WANG Lizhong. Contruction control and monitoring of shield tunnels under newly-built sea embankments[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(7): 995-1003.
    [10]HU Qunfang, HUANG Hongwei. Analysis and monitoring on shield tunneling under existing adjacent tunnel[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(1): 42-47.

Catalog

    ZHOU Song

    • 1. Department of Civil Engineering, Shanghai Jiao Tong University , Shanghai 200240, China; 2. Shanghai Urban Construction Municipal Engineering Co., Ltd., Shanghai 200065, China

    1. On this Site
    2. On Google Scholar
    3. On PubMed
    Get Citation
    PDF
    XML
    Article views (290) PDF downloads (265) Cited by()
    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