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Volume 40 Issue 1
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FAN Yi-fei, WANG Jian-hua, DAI Xiao-ru. Effects of spudcan penetration on adjacent piles based on large deformation of soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(1): 91-99. DOI: 10.11779/CJGE201801008
Citation: FAN Yi-fei, WANG Jian-hua, DAI Xiao-ru. Effects of spudcan penetration on adjacent piles based on large deformation of soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(1): 91-99. DOI: 10.11779/CJGE201801008
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Effects of spudcan penetration on adjacent piles based on large deformation of soils

  • 1.State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China
    2.Geotechnical Engineering Institute, Tianjin University, Tianjin 300072, China

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  • Received Date: October 24, 2016
  • Published Date: January 24, 2018
    Graphical Abstract
    • Abstract
  • The effects of spudcan penetration on adjacent piles are mainly embodied in the additional lateral loads induced by large deformation of soils. It is a common practice to quantitively evaluate the effects when the edge-to-edge clearance between the spudcan and the pile is less than the spudcan diameter. The conventional two-stage passive pile analysis method is utilized to investigate the process. Analysis continuation after the mesh replacement (mesh-to-mesh) technique is improved and post-processed, and CEL technique is post-processed to calculate the soil displacement during free-field spudcan penetration. Then by considering the nonlinear beam foundation model and p-y data, the bending moments of pile during spudcan penetration can be calculated by means of the incremental finite difference method based on the free-field soil displacement. Thus a two-stage method to analyze the effects of spudcan penetration on adjacent piles can be formed. Good agreement between the calculated and measured results is found compared with the available centrifuge tests by which the efficacy of the proposed method can be proved.
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    • References (16)
  • [1]
    刘占阁, 王栋, 栾茂田, 等. 钻井船基础压入对邻近平台桩基影响的有限元数值分析[C]// 中国土木工程学会第九届土力学及岩土工程学术会议论文集. 北京, 2003: 25-28.
    (LIU Zhan-ge, WANG Dong, LUAN Mao-tian.Numerical study of the influence of spudcan penetration on adjacent piles[C]// Chinese Institution of Soil Mechanics and Geotechnical Engineering. Beijing, 2003: 25-28. (in Chinese))
    [2]
    POULOS H G.Effect of pile driving on adjacent piles in clay[J]. Canadian Geotechnical Journal, 1994, 31(6): 856-867.
    [3]
    GOH A T C, TEH C I, WONG K S. Analysis of piles subjected to embankment induced lateral soil movements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123(9): 792-801.
    [4]
    XU X T, LIU H L, LEHANE B M.Pipe installation effects in soft clay[C]// Proceedings of Institution of Civil Engineers, Geotechnical Engineering, 2006: 285-296.
    [5]
    THO K K, CHEN Z G, LEUNG C F, et al.Enhanced analysis of pile flexural behavior due to installation of adjacent piles[J]. Canadian Geotechnical Journal, 2014, 51: 705-711.
    [6]
    GRABE J, HENKE S.High-performance finite element and coupled Eulerian-Lagrangian simulations of pile installation processes[C]// Proceedings of 4th International Conference on Structural Engineering. Mechanics and Computation, Cape Town, South Africa. 2010: 63-68.
    [7]
    LI Y, ZHOU Y R, TAO J H, et al.Numerical study of spudcan penetration induced loading on an adjacent jacket pile in soft clays[C]// Proceedings of the Twenty-fifth International Ocean and Polar Engineering Conference, 2015: 692-699.
    [8]
    吴永韧, 鲁晓兵, 王淑云, 等. Spudcan基础贯入对固定平台基础影响[J]. 中国海洋平台,2008, 23(1): 35-38.
    (WU Yong-ren, LU Xiao-bing, WANG Shu-chun, et al.Effects of spudcan on pile foundations of fixed platform[J]. China Offshore Platform, 2008, 23(1): 35-38. (in Chinese))
    [9]
    HOSSAIN M S, ZHENG J B, MENZIES D, et al.Spudcan penetration analysis for case histories in clay[J]. J Geotech Geoenviron Engrg, 2014, 140(7): 04014034.
    [10]
    XIE Y.Centrifuge model study on spudcan-pile interaction[D]. Singapore: National University of Singapore, 2009.
    [11]
    ABAQUS 2013. ABAQUS Version 6.13 User's ManualsBAQUS 2013. ABAQUS Version 6.13 User's Manuals[M]. Providence City: SIMULIA, 2013.
    [12]
    American Petroleum Institute.Geotechnical and foundation design considerations[M]. 1st ed. ANSI/API Recommended Practice 2GEO, 2011.
    [13]
    KONDNER R L.Hyperbolic stress-strain response: cohesive soils[J]. Journal of Soil Mechanics and Foundation Engineering, 1963, 89(1): 115-144.
    [14]
    TIAN Y H, CSSIDY M J, RANDOLPH M F, et al.A simple implementation of RITSS and its application in large deformation analysis[J]. Computers and Geotechnics, 2014(56): 160-167.
    [15]
    PUCKER T, GRABE J.Numerical simulation of the installation process of full displacement piles[J]. Computers and Geotechnics, 2012, 45: 93-106.
    [16]
    POULOS H G, DAVIS E H.Pile foundation analysis and design[M]. Taipei: Rainbow Bridge Book Co, 1980: 163-225.
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