Discussion on Reasonable Spacing of Internal Bracing of the Super-long Steel Sheet Pile Cofferdam

被引:0
|
作者
Tang Jinsong [1 ]
Xiong Baolin [1 ]
Chen Wei [1 ]
机构
[1] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang, Peoples R China
关键词
steel sheet pile; cofferdam; internal bracing; reasonable spacing; deepwater foundation;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
For the super-long steel sheet pile cofferdam, the arrangement of internal bracing position of each layer in the cofferdam is very important. The reasonable arrangement of internal bracing can reduce the deformation of steel sheet pile and improve stress distribution, thus ensuring the safety of steel sheet pile cofferdam. At the same time, the reasonable arrangement of internal bracing can also save material and improve efficiency. This paper studies super-long steel sheet pile cofferdam of the deepwater foundation at Ying River Bridge. The four arrangement kinds of internal bracing are chosen. The fmite element model is established to analyze the deformation of the steel sheet pile and the stress of internal bracing. The reasonable spacing of internal bracing for super-long steel sheet pile cofferdam is studied.
引用
收藏
页码:109 / 113
页数:5
相关论文
共 50 条
  • [1] Analysis on safety during construction process for large-scale and super-long steel sheet pile cofferdam of deepwater foundation
    Tang, Jinsong
    Xiong, Baolin
    Zhongguo Tiedao Kexue/China Railway Science, 2013, 34 (03): : 32 - 39
  • [2] Research on super-long pile in soft clay
    Zhu, Xiang-Rong
    Fang, Peng-Fei
    Huang, Hong-Mian
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2003, 25 (01):
  • [3] Analysis of effective length of super-long pile
    Xie, Liang
    Tang, Bin
    Progress in Industrial and Civil Engineering III, Pt 1, 2014, 638-640 : 370 - 373
  • [4] Analysis of a steel sheet pile cofferdam by converse construction method
    Zhang, Hongbin
    An, Guanfeng
    Liu, Tianjun
    Zhang, Guoxiang
    Electronic Journal of Geotechnical Engineering, 2014, 19 (0Z): : 9145 - 9158
  • [5] Method for earth pressure in design of steel sheet pile cofferdam
    Tang, Jin-Song
    Xiong, Bao-Lin
    Tang, Jin-Song, 1600, Chinese Society of Civil Engineering (36): : 36 - 41
  • [6] Research on deformation and internal force characteristics of steel sheet pile cofferdam under different construction procedures
    Pan, Hong
    Wang, Jiali
    Cao, Hong
    Luo, Guanyong
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2013, 32 (11): : 2316 - 2324
  • [7] Model test study of super-long pile groups
    Wang, Cheng
    Lin, Sheng
    Li, Xiao-Hong
    Yantu Lixue/Rock and Soil Mechanics, 2007, 28 (SUPPL.): : 74 - 78
  • [8] Reasonable Wall Thickness Calculation of Offshore Super-long and Large Diameter Permanent Steel Casing
    Zhang, Haishun
    Chen, Ningxian
    Tang, Yougang
    Hu, Ruihai
    Journal of Railway Engineering Society, 2022, 39 (07) : 61 - 67
  • [9] Model test study of super-long pile groups
    Wang Cheng
    Lin Sheng
    Li Xiao-hong
    ROCK AND SOIL MECHANICS, 2007, 28 : 74 - 78
  • [10] Numerical fitting of bearing mechanism of super-long pile
    Chi, Y.-J.
    Han, Q.-H.
    Gu, X.-L.
    Zhou, J.-P.
    Gong Cheng Li Xue/Engineering Mechanics, 2001, 18 (02): : 46 - 50