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高填方对分层地基地埋管线影响的三维分析方法

李俊昱, 钱建固, 茹治敏, 高洁, 黄利军

李俊昱, 钱建固, 茹治敏, 高洁, 黄利军. 高填方对分层地基地埋管线影响的三维分析方法[J]. 岩土工程学报, 2015, 37(zk2): 65-69. DOI: 10.11779/CJGE2015S2014
引用本文: 李俊昱, 钱建固, 茹治敏, 高洁, 黄利军. 高填方对分层地基地埋管线影响的三维分析方法[J]. 岩土工程学报, 2015, 37(zk2): 65-69. DOI: 10.11779/CJGE2015S2014
LI Jun-yu, QIAN Jian-gu, RU Zhi-min, GAO Jie, HUANG Li-jun. Three-dimensional method for response of embedded pipelines to earthfill load[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 65-69. DOI: 10.11779/CJGE2015S2014
Citation: LI Jun-yu, QIAN Jian-gu, RU Zhi-min, GAO Jie, HUANG Li-jun. Three-dimensional method for response of embedded pipelines to earthfill load[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 65-69. DOI: 10.11779/CJGE2015S2014

高填方对分层地基地埋管线影响的三维分析方法  English Version

详细信息
    作者简介:

    李俊昱(1991- ),男,硕士研究生,主要从事岩土工程方面的学习和研究工作。

Three-dimensional method for response of embedded pipelines to earthfill load

  • 摘要: 首先根据层状弹性半空间理论计算出由高填方引起的地埋管线所在位置处的土体自由位移场,之后将得到的土体自由位移场作为外界条件施加于地埋管线上,基于改进的Winkler地基模型,建立高填方与邻近的软土地基地埋管线相互作用的弹性地基梁微分方程,并运用有限差分法求解该微分方程,进而提出计算地埋管线在高填方条件下响应的三维简化理论分析方法。最后,通过与有限元算例对比,表明该方法合理可行,能够有效的分析软土区域高填方对邻近地埋管线的影响。
    Abstract: The earthfill load causes soil motion and further produces-additional deformation and stress on the embedded pipelines in the ground. The deformation and stress may damage the pipelines. To avoid the drawbacks of three-dimensional numerical analysis, such as complex modeling and time consuming, a two-stage method (TSM) is proposed for determining the behavior of the adjacent pipelines caused by the earthfill load. Firstly, the additional deformation of soil mass due to the adjacent high fill is calculated by the layered elastic half-space theory. Secondly, the governing differential equations are established based on the Winkler subgrade model and the finite difference method is used to solve the equations, and then the simplified method is derived. Finally, three-dimensional numerical analysis show that the calculated results of analytical solution are reasonable, and the proposed three-dimensional simplified method is able to analyze the influence of earthfill load on the adjacent pipeline buried in layered soils.
  • [1] MERLING Spangler, RICHARD Handy. Soil mechanics[M]. London: Intext Press, 1973.
    [2] CHIOU Y J, CHI S Y. Numerical modeling for buckling of buried pipelines induced by compressive ground failure[J]. Journal of the Chinese Institute of Engineers, 1996, 19(3): 321-332.
    [3] 黄崇伟. 沟埋式输油管道管土相互作用分析[J]. 公路工程ISTIC, 2011, 36(2): 164-168. (HUANG Chong-wei. Theories on Mechanics and Pipe-soil Interaction Model of Channel-buried Pile[J]. Highway Engineering ISTIC, 2011, 36(2): 164-168. (in Chinese))
    [4] 张陈蓉, 俞 剑, 黄茂松. 隧道开挖对邻近非连续接口地埋管线的影响分析[J]. 岩土工程学报, 2013, 35(6): 1018-1026. (ZHANG Chen-rong, YU Jian, HUANG Mao-song. Responses of adjacent underground jointed pipelines induced by tunneling[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1018-1026. (in Chinese))
    [5] AI Z-Y, YUE Z-Q, RHAM L-G, et al. Extended sneddon and muki solutions for multilayered elastic materials[J]. International Journal of Engineering Science, 2002, 20: 1453-1483.
    [6] 俞 剑, 张陈蓉, 黄茂松. 被动状态下地埋管线的地基模量[J]. 岩石力学与工程学报, 2012, 31(1): 123-132. (YU Jian, ZHANG Chen-rong, HUANG Mao-song. Subgrade modulus of underground pipelines subjected to soil movements[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(1): 123-132. (in Chinese))
    [7] VESIC A B. Bending of beam resting on isotropic elasticsolid[J]. Journal of the Engineering Mechanics Division, ASCE, 1961, 87(2): 35-53.
    [8] BIOT M A. Bending of an infinite beam on an elastic foundation[J]. Journal of Applied Mechanics, ASME, 1937, 59: A1-A7.
    [9] 余占奎. 软土盾构隧道纵向设计方法研究[D]. 上海: 同济大学, 2006. (YU Zhan-kui. Study on the longitudinal design method of shield tunnel in soft soil[D]. Shanghai: Tongji University, 2006. (in Chinese))
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出版历程
  • 收稿日期:  2015-03-25
  • 发布日期:  2015-07-24

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