Volume 42 Issue 3
May  2023
Turn off MathJax
Article Contents
Zhou Yuheng, Zhou Hao, Yuan Ming, Zhang Peng, Zeng Cong. Jacking force calculation method of circular curved pipe jacking with consideration of pipe-soil contact characteristics[J]. Bulletin of Geological Science and Technology, 2023, 42(3): 63-71. doi: 10.19509/j.cnki.dzkq.tb20210729
Citation: Zhou Yuheng, Zhou Hao, Yuan Ming, Zhang Peng, Zeng Cong. Jacking force calculation method of circular curved pipe jacking with consideration of pipe-soil contact characteristics[J]. Bulletin of Geological Science and Technology, 2023, 42(3): 63-71. doi: 10.19509/j.cnki.dzkq.tb20210729

Jacking force calculation method of circular curved pipe jacking with consideration of pipe-soil contact characteristics

doi: 10.19509/j.cnki.dzkq.tb20210729
  • Received Date: 24 Nov 2021
  • To explore the accuracy of the calculation method of the jacking force of circular curved pipe jacking under different pipe-soil contact characteristics, in combination with the curved steel pipe jacking project of Gongbei Tunnel of Hong Kong-Zhuhai-Macao Bridge, this paper adopted several commonly used jacking force calculation formulas for the curved pipe jacking at home and abroad and jacking force finite element analysis model with consideration of grouting effect and the pipe-soil contact range established with ABAQUS to calculate the jacking force. It was found by contrast with the pipe jacking force data: ①The calculated value of jacking force: JMTA formula≫Shanghai normative formula>Shimada formula, where it was considered that the calculated value of the lower limit of Shimada formula of 1/3 pipe-soil contact was relatively close to the measured value. ②Through numerical simulation, it was found that the simulated jacking force of 1/3 pipe-soil contact characteristics was gradually close to the one of 1/2 pipe-soil contact characteristics; in the grouting state, the previously measured jacking force was close to the one of 1/2 pipe-soil contact characteristics. When the jacking force tended to be stable, the measured jacking force was close to the one of 1/3 pipe-soil contact characteristics. Therefore, the numerical model could predict the jacking force of the pipe jacking under the same working condition and had a certain guiding significance for actual construction.

     

  • loading
  • [1]
    马保松. 非开挖工程学[M]. 北京: 人民交通出版社, 2008.

    Ma B S. Trenchless engineering[M]. Beijing: People's Communications Press, 2008(in Chinese).
    [2]
    冯鑫, 张鹏, 马保松, 等. 拼装式顶管接头抗弯刚度及管节内力计算[J]. 地质科技通报, 2021, 40(2): 111-117. doi: 10.19509/j.cnki.dzkq.2021.0019

    Feng X, Zhang P. Ma B S, et al. Joint bending stiffness and internal force calculation of assembled pipe jacking[J]. Bulletin of Geological Science and Technology, 2021, 40(2): 111-117(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2021.0019
    [3]
    周浩, 周千淼, 谈力昕, 等. 考虑注浆作用的矩形顶管竖向土压力计算模型[J]. 地质科技通报, 2021, 40(2): 125-130. doi: 10.19509/j.cnki.dzkq.2021.0201

    Zhou H, Zhou Q M, Tan L X, et al. Vertical soil pressure calculation model of rectangular box jacking considering grouting effect[J]. Bulletin of Geological Science and Technology, 2021, 40(2): 125-130(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2021.0201
    [4]
    马保松, 张雅春. 曲线顶管技术及顶进力分析计算[J]. 岩土工程技术, 2006, 28(5): 229-232, 259. doi: 10.3969/j.issn.1007-2993.2006.05.004

    Ma B S, Zhang Y C. Curved pipe jacking technology and the calculation of jacking loads for curved section[J]. Geotechnical Engineering Technique, 2006, 28(5): 229-232, 259(in Chinese with English abstract). doi: 10.3969/j.issn.1007-2993.2006.05.004
    [5]
    Shimada H, Khazaei S, Matsui K. Small diameter tunnel excavation method using slurry pipe-jacking[J]. Geotechnical and Geological Engineering, 2004, 22(2): 161-186. doi: 10.1023/B:GEGE.0000018365.84174.ea
    [6]
    Shou K J, Jiang J M. A study of jacking force for a curved pipejacking[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2010, 2(4): 298-304. http://www.rockgeotech.org/qikan/manage/wenzhang/2010-04-02.pdf
    [7]
    Shou K, Yen J, Liu M. On the frictional property of lubricants and its impact on jacking force and soil-pipe interaction of pipe-jacking[J]. Tunnelling and Underground Space Technology, 2010, 25(4): 469-477. doi: 10.1016/j.tust.2010.02.009
    [8]
    Zhang P, Behbahani S, Ma B S. A jacking force study of curved steel pipe roof in Gongbei Tunnel: Calculation review and monitoring data analysis[J]. Tunnelling & Underground Space Technology, 2018, 72(6): 305-322. http://www.nstl.gov.cn/paper_detail.html?id=3cc9cf1e9d7a53df908f4422a887b60b
    [9]
    张鹏, 谈力昕, 马保松. 考虑泥浆触变性和管土接触特性的顶管摩阻力公式[J]. 岩土工程学报, 2017, 39(11): 2043-2049. doi: 10.11779/CJGE201711012

    Zhang P, Tan L X, Ma B S. Formulae for frictional resistance considering mud thixotropy and pipe-soil contact characteristics[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2043-2049(in Chinese with English abstract). doi: 10.11779/CJGE201711012
    [10]
    张鹏. 拱北隧道超大型曲线顶管管幕施工关键技术及理论研究[D]. 武汉: 中国地质大学(武汉), 2018.

    Zhang P. Research on key construction techniques and theory of super large curved pipe jacking roof in Gongbei Tunnel[D]. Wuhan: China University of Geosciences(Wuhan), 2018(in Chinese with English abstract).
    [11]
    上海市住房和城乡建设管理委员会. DG/TJ08-2049-2016: 顶管工程施工规程[S]. 上海: 同济大学出版社, 2016.

    Shanghai Municipal Housing and Urban-Rural Construction Management Committee. DG/TJ08-2049-2016: Construction regulations for pipe jacking project[S]. Shanghai: Tongji University Press, 2016(in Chinese).
    [12]
    Japan Micro Tunneling Association. Pipe-jacking application[M]. Tokyo: Japan Micro Tunneling Association, 2013(in Japanese).
    [13]
    Yan J X. Numerical simulation for estimation of the jacking force of pipe jacking[D]. [S. l. ]: Department of Civil Engineering, Chung Hsing University, 2015, 2(4): 1-100.
    [14]
    Pellet-Beaucour A L, Kastner R. Experimental and analytical study of friction forces during microtunneling operations[J]. Tunnelling and Underground Space Technology, 2002, 17(1): 83-97. doi: 10.1016/S0886-7798(01)00044-X
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article Views(581) PDF Downloads(103) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return