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Influence of layout style on soil arching effect of double-row anti-slide piles

  • LIU Jin-Long ,
  • WANG Ji-Li ,
  • YUAN Fan-Fan
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  • 1. Department of Civil Engineering, Hefei University, Hefei 230022, China;
    2. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China

Received date: 2009-10-12

  Revised date: 2009-12-14

  Online published: 2010-05-15

Abstract

Using the nonlinear finite element method, the influence of parallel and quincuncial layout styles on soil arching effect of double-row anti-slide piles has been studied. It is found that soil arching effect can occur at both the anterior pile and the posterior pile. The soil arching effect of anterior piles and posterior piles can occur easily and distinctly with the quincuncial layout style. It can also be found that the loading at anterior piles is remarkably heavier than that at posterior piles, which suggests that a more economic and reasonable design can be proposed for reducing the design strength of posterior piles.

Cite this article

LIU Jin-Long , WANG Ji-Li , YUAN Fan-Fan . Influence of layout style on soil arching effect of double-row anti-slide piles[J]. Journal of University of Chinese Academy of Sciences, 2010 , 27(3) : 364 -369 . DOI: 10.7523/j.issn.2095-6134.2010.3.009

References


[1] Terzaghi K. Theoretical soil mechanics
[M]. New York: John Wiley & Son, 1943.

[2] Liang R, Zeng S. Numerical study on soil arching mechanism in drilled shafts for slope stabilization
[J]. Soil and Foundation, 2002, 42(2): 83-92.

[3] Chen C Y, Martain G R. Soil-structure interaction for landslide stabilizing piles
[J]. Computer and Geotechnics, 2002, 29(5): 363-386.

[4] Zhang J X, Chen F Q, Jian H Y. Numerical analysis of soil arching effects in passive piles
[J]. Rock and Soil Mechanics, 2004, 25(2): 174-178(in Chinese). 张建勋, 陈福全, 简洪钰. 被动桩中土拱效应问题的数值分析
[J]. 岩土力学, 2004, 25(2): 174-178.

[5] Zhang J H, Xie Q, Zhang Z X. Arching effect of anti-slide pile structure and its numerical simulation
[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(4): 699-703(in Chinese). 张建华, 谢 强, 张照秀. 抗滑桩结构的土拱效应及其数值模拟
[J]. 岩石力学与工程学报, 2004, 23(4): 699-703.

[6] Han A M, Xiao J H, Mei G X. Behavior of soil arching between passive piles and effects parameters study
[J]. Journal of Engineering Geology, 2006, 14(1): 111-116(in Chinese). 韩爱民, 肖军华, 梅国雄. 被动桩中土拱效应特征与影响参数研究
[J]. 工程地质学报, 2006, 14(1): 111-116.

[7] Zhou D P, Xiao S G, Xia X. Discussion on rational spacing between adjacent anti-slide piles in some cutting slope projects
[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 132-135(in Chinese). 周德培, 肖世国, 夏 雄. 边坡工程中抗滑桩合理桩间距的探讨
[J]. 岩土工程学报, 2004, 26(1): 132-135.

[8] Leung C F, Lim J K, Shen R F, et al. Behaviors of pile groups subject to excavation-induced soil movement
[J]. Journal of Geotechnical and Geoenviromental Engineering, 2003, 129(1): 58-65.

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