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考虑泥浆触变性的顶管顶力计算方法

叶艺超, 彭立敏, 杨伟超, 雷明锋, 施成华, 王哲

叶艺超, 彭立敏, 杨伟超, 雷明锋, 施成华, 王哲. 考虑泥浆触变性的顶管顶力计算方法[J]. 岩土工程学报, 2015, 37(9): 1653-1659. DOI: 10.11779/CJGE201509012
引用本文: 叶艺超, 彭立敏, 杨伟超, 雷明锋, 施成华, 王哲. 考虑泥浆触变性的顶管顶力计算方法[J]. 岩土工程学报, 2015, 37(9): 1653-1659. DOI: 10.11779/CJGE201509012
YE Yi-chao, PENG Li-min, YANG Wei-chao, LEI Ming-feng, SHI Cheng-hua, WANG Zhe. Calculation of jacking force for pipe-jacking considering mud slurry thixotropy[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1653-1659. DOI: 10.11779/CJGE201509012
Citation: YE Yi-chao, PENG Li-min, YANG Wei-chao, LEI Ming-feng, SHI Cheng-hua, WANG Zhe. Calculation of jacking force for pipe-jacking considering mud slurry thixotropy[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1653-1659. DOI: 10.11779/CJGE201509012

考虑泥浆触变性的顶管顶力计算方法  English Version

基金项目: 国家重点基础研究发展计划项目(2011C B013800)
详细信息
    作者简介:

    叶艺超(1987- ),男,博士研究生,主要从事隧道工程方面的科研。E-mail: 1040932575@qq.com。

Calculation of jacking force for pipe-jacking considering mud slurry thixotropy

  • 摘要: 顶管的顶力是顶管工程设计的关键控制参数之一,直接影响到其它参数的确定和工程造价,它的准确计算对顶管工程具有重要意义。在分析了目前顶管顶力计算方法的缺陷之后,基于弹性力学半无限空间柱形圆孔扩展理论和黏性流体力学平板模型理论,采用顶管顶进过程中管土“固—液”接触状态,推导了考虑泥浆触变性的顶管顶力的一种新的计算方法,并进行了实例验证。与既有方法的对比分析表明:该方法的计算结果与实测值更为吻合,而既有方法相对保守。
    Abstract: Jacking force is one of the key parameters for pipe-jacking engineering, which directly affects the determination of other parameters and the cost. Therefore, its accurate calculation is of great significance. The existing methods for the jacking force have many to be satisfied. To deal with this problem, a new method considering mud slurry thixotropy is deduced based on the analytical solution to the classic problems of an elastic half plane with a circular cavity and the flat plates model of viscous fluids mechanics. It is different from the existing methods because it takes the contact state of the pipeline and its surrounding soils as “solid to liquid”, rather than “solid to solid”. Furthermore, the new method is used in an engineering case. Compared with the existing methods, the proposed method is more reasonable, and the existing methods are relatively conservative.
  • [1] HASLEM R F. Pipe-jacking forces: from practice to theory[C]//Proceedings of ICE North Western Association Centenary Conference in Infrastructure Renovation and Waste Control. Manchester: Manstock, 1986: 173.
    [2] O'REILLY M P, ROGERS C D F. Pipe jacking forces[C]//Proceedings of International Conference on Foundations and Tunnels. Edinburgh: Engineering Technics Press, 1987: 201.
    [3] 薛振兴, 何利民. 顶管施工顶力计算与力学特性研究[D]. 北京:中国石油大学, 2010. (XIE Zhen-xing, HE Li-min. Investigation on jacking force calculation and mechanical properties of pipe jacking construction[D]. Beijing: China University of Petroleum, 2010. (in Chinese))
    [4] MILLIGAN G W E, NORRIS P. Site-based research in pipe jacking-objectives, procedures and a case history[J]. Tunneling and Underground Space Technology, 1996, 11(1): 3-24.
    [5] 杨 仙, 张可能, 黎永索, 等. 深埋顶管顶力理论计算与实测分析[J]. 岩土力学, 2013, 34(3): 757-761. (YANG Xian, ZHANG Ke-neng, LI Yong-suo, et al. Theoretical and experimental analyses of jacking force during deep-buried pipe jacking[J]. Rock and Soil Mechanics, 2013, 34(3): 757-761. (in Chinese))
    [6] 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]. Tunneling and Underground Space Technology, 2010, 25: 469-477.
    [7] 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.
    [8] 魏 纲, 徐日庆, 邵剑明, 等. 顶管施工中注浆减摩作用机理的研究[J]. 岩土力学, 2004, 25(6): 930-934. (WEI Gang, XU Ri-qing, SHAO Jian-ming, et al. Research on mechanism of reducing friction through injecting slurry in pipe jacking[J]. Rock and Soil Mechanics, 2004, 25(6): 930-934. (in Chinese))
    [9] 王 双, 夏才初, 葛金科, 等. 考虑泥浆套不同形态的顶管管壁摩阻力计算公式[J]. 岩土力学, 2014, 35(1): 159-166. (WANG Shuang, XIA Cai-chu, GE Jin-ke, et al. Formulae of lateral friction resistance for pipe-jacking considering different forms of mud screen[J]. Rock and Soil Mechanics, 2014, 35(1): 159-166. (in Chinese))
    [10] 阎 超, 钱翼稷, 连祺祥, 等. 黏性流体力学[M]. 北京: 北京航空航天大学出版社, 2005. (YAN Chao, QIAN Yi-ji, LIAN Qi-xiang, et al. Mechanics of viscous fluids[M]. Beijing: Beijing University of Aeronautics and Astronautics Press, 2005. (in Chinese))
    [11] VERRUIJT A. Deformation of an elastic half plane with a circular cavity[J]. International Journal of Solids Structures, 1998, 35(21): 2795-2804.
    [12] 熊 翦. 矩形顶管关键受力分析[D]. 北京: 中国地质大学, 2013. (XIONG Jian. Analysis of critical mechanics of rectangular pipe jacking[D]. Beijing: China University of Geosciences, 2013. (in Chinese))
    [13] 王绵坤. 顶管施工中力学效应问题研究[D]. 广州: 广州大学, 2007. (WANG Mian-kun. Research on the mechanics in the pipe jacking construction[D]. Guangzhou: Guangzhou University, 2007. (in Chinese))
    [14] 余彬泉, 陈传灿. 顶管施工技术[M]. 北京: 人民交通出版社, 1998. (YU Bin-quan, CHEN Chuan-can. The pipe jacking construction technology[M]. Beijing: China Communications Press, 1998. (in Chinese))
    [15] 丁传松. 直线及曲线顶管施工中的顶力研究[D]. 南京: 南京工业大学, 2004. (DING Chuan-song. Study on the jacking curved pipe force induced by linear and jacking construction[D]. Nanjing: Nanjing University of Technology, 2004. (in Chinese))
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出版历程
  • 收稿日期:  2014-09-27
  • 发布日期:  2015-09-17

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