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Volume 39 Issue z2
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JIA Zhao-lin, LIAN Ji-jian, CHEN Kun, YANG Ai-wu, YUAN Xin-yong, WANG Xiao-he. Computational method for end resistance of large-diameter ultra-long piles during pile sliding[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 240-243. DOI: 10.11779/CJGE2017S2058
Citation: JIA Zhao-lin, LIAN Ji-jian, CHEN Kun, YANG Ai-wu, YUAN Xin-yong, WANG Xiao-he. Computational method for end resistance of large-diameter ultra-long piles during pile sliding[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 240-243. DOI: 10.11779/CJGE2017S2058
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Computational method for end resistance of large-diameter ultra-long piles during pile sliding

  • 1. Huadian Heavy Industries Co., Ltd., Beijing 100070, China;
    2. Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment, Tianjin 300384, China;
    3. School of Civil Engineering, Tianjin University, Tianjin 300072, China

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  • Received Date: August 01, 2017
  • Published Date: December 19, 2017
    Graphical Abstract
    • Abstract
  • The large-diameter ultra-long piles are commonly adopted for constructing ocean platform foundations. The pile-sliding phenomenon frequently takes place because of the great weight of both the piles and the hammer. Engineering experience shows that during the process of pile sliding the shaft friction represents a very small representative of soil resistance. So the prediction of the area of pile sliding depends on the end resistance of soft clay. The mechanism of pile sliding is discussed. Different methods for estimating the end resistance during pile sliding are compared associated with practical engineering. A procedure for calculating the soil resistance is put forward. It is used to predict the end resistance of piles during pile sliding in a project. The calculated results agree well with the observed data, indicating that the proposed method may be helpful to the pile foundation designers in ocean engineering.
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    • References (15)
  • [1]
    郭生昌, 吴少霖. 沉桩施工溜桩问题分析及解决措施[J]. 水运工程, 2011, 12(12): 78-82. (GUO Sheng-chang, WU Shao-lin. Problems of rapid pile sinking during pile driving and solutions[J]. Port & Waterway Engineering, 2011, 12(12): 78-82. (in Chinese))
    [2]
    DOVER A R, DAVIDSON J. Large diameter steel pipe piles running under self weight in soft clay -predicted vs. observed behavior - richmond-san rafael bridge seismic retrofit[C]// Geo-institute of ASCE, 2007.
    [3]
    TERZAGHI K. Theoretical soil mechanics[M]. New York: Wiley, 1943.
    [4]
    MEYERHOF. G G. The ultimate bearing capacity of foundations[J]. Géotechnique, 1951, 2(4): 301-332.
    [5]
    VESIC A S. Design of pile foundation. Synthesis of highway practice No.42[C]// Transportation Research Board. National Cooperative Highway Research Program. Washington D C: National Research Council, 1977: 1―68.
    [6]
    RANDOLPH M F. Science and Empiricism in pile foundation design[J]. Géotechnique, 2003, 53(10): 847-875. resistance to piles in cohesionless soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(1): 78-83.
    [7]
    NICOLAA D E, RANDOLPH M F. Centrifuge modelling of pipe piles in sand under axial loads[J]. Géotechnique, 1999, 49(3): 295-318.
    [8]
    YASUFUKU N, OCHIAI H, OHNO S. Pile end-bearing capacity of sand related to soil compressibility[J]. Soils and Foundations, 2001, 41(4): 59-71.
    [9]
    蒋建平, 章杨松, 高广运. 基于现场试验的超长桩端阻力承载性状研究[J]. 工程力学, 2010, 27(2): 149-160. (JIANG Jian-ping, ZHANG Yang-song, GAO Guang-yun. Study on bearing behaviors of pile tip resistance of super-length piles[J]. Engineering Mechanics. 2010, 27(2): 149-160. (in Chinese))
    [10]
    贾沼霖, 闫澍旺, 杨爱武, 等. 静力触探在大直径超长桩溜桩分析中的应用[J]. 岩石力学与工程学报, 2016(S1): 3274-3282. (JIA Zhao-lin, YAN Shu-wang, Yang Ai-wu, et al. The application of cone penetration test for the analysis of pile-run of long and large diameter piles in shore geotechnical engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2016(S1): 3274-3282. (in Chinese))
    [11]
    闫澍旺, 贾沼霖, 孙立强, 等. 大直径超长钢管桩溜桩机理及计算方法研究[J]. 工程力学, 2015, 32(9): 158-164. (YAN Shu-wang, JIA Zhao-lin, Sun Li-qiang, et al. Research on the mechanism and calculation method for pile-run of long and large diameter piles[J]. Engineering Mechanics, 2015, 32(9): 158-164. (in Chinese))
    [12]
    闫澍旺, 陈 浩, 贾沼霖, 等. 基于能量法的大直径超长钢管桩溜桩问题分析[J]. 海洋工程, 2016(3): 63-71. (YAN Shu-wang, Sun Hao, JIA Zhaolin, et al. Research on the mechanism and calculation method for pile-run of long and large diameter piles based on energy conservation method[J]. The Ocean Engineering, 2016(3): 63-71. (in Chinese))
    [13]
    李 飒, 吴兴州, 王耀存, 等. 打桩过程中考虑溜桩影响的土阻力研究[J]. 岩土工程学报, 2015, 37(6): 1150-1157. (LI Sa, WU Xing-zhou, WANG Yao-cun, et al. Soil resistance to driving considering effect of pile running on pile installation[J]. Chinese J. Geot. Eng., 2015, 37(6): 1150-1157. (in Chinese))
    [14]
    钱家欢, 殷宗泽. 土工原理与计算[M]. 2版. 北京: 中国水利水电出版社, 1996. (QIAN Jia-hua, YIN Zong-ze. Theory and calculation method in geotechnique[M]. 2nd ed. Beijing: Chinese Water Power Press, 1996. (in Chinese))
    [15]
    SY/T10030—2004 中国海洋石油天然气行业标准海上固定平台规划、设计和建造的推荐作法——荷载和抗力系数设计法[S]. 2004. (SY/T10030—2004 Recommended practice for planning, designing and constructing fixed offshore platforms load and resistance factor design[S]. 2004. (in Chinese))
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