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Volume 38 Issue 1
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LIN Zhi-yong, DAI Zi-hang. Interaction factor method for piles group settlement by static load tests of single pile[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 155-162. DOI: 10.11779/CJGE201601017
Citation: LIN Zhi-yong, DAI Zi-hang. Interaction factor method for piles group settlement by static load tests of single pile[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(1): 155-162. DOI: 10.11779/CJGE201601017
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Interaction factor method for piles group settlement by static load tests of single pile

  • 1. College of Civil Engineering, Fujian University of Technology, Fuzhou 350118, China;
    2. Institute of Geotechnical Engineering, Fuzhou University, Fuzhou 350108, China;
    3. School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong 2522, Australian

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  • Received Date: December 29, 2014
  • Published Date: January 19, 2016
    Graphical Abstract
    • Abstract
  • In the traditional interaction factor method, only the elastic settlement of pile groups can be calculated, and the interaction factors are significantly greater than the real results. Using 3D numerical simulation method to fit the the load-settlement curve of a single pile, the elastic parameters of soil and pile-soil interface parameters are determined through the elastic and elasto-plastic analyses. Then by establishing a two-pile model, the influences of various parameters such as the load level on pile top, ratio of pile spacing to pile diameter, modulus ratio of pile to soil, modulus ratio of pile tip soil to surrounding soil, pile slenderness ratio and existence of the third pile between two piles on the interaction factors are analyzed, and a polynomial curve is used to fit the results. Based on the results of numerical analysis and field tests, a method using single pile load tests to calculate the elastic and elasto-plastic settlement of pile groups in the interaction factor method is proposed, and it is extended to compute the nonlinear settlement of pile groups. Analysis of an engineering case shows that the load-settlement curve computed by the proposed method agrees well with the measured one, and the proposed method can save a lot of computing time than the conventional numerical simulation and is suitable for the analysis and design of large-scale piled raft foundation with large pile spacings.
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    • References (12)
  • [1]
    刘金砺, 高文生, 邱明兵. 建筑桩基技术规范应用手册[M]. 北京: 中国建筑工业出版社, 2010. (LIU Jin-li, GAO Wen-sheng, QIU Ming-bing. Handbook for technical code for building pile foundations[M]. Beijing: China Architecture and Building Press, 2010. (in Chinese))
    [2]
    POULOS H G, DAVIS E H. Pile foundation analysis and design[M]. New York: Wiley, 1980.
    [3]
    CAO M, CHEN L Z. Analysis of interaction factors between two piles[J]. Journal of Shanghai Jiaotong University(SCI), 2008, 13(2): 171-176.
    [4]
    汪文彬. 基于单桩载荷试验推算群桩基础沉降的研究[D]. 上海: 同济大学, 2006. (WANG Wen-bin. Research of settlement behavior of piled groups based on static load test of single pile[D]. Shanghai: Tongji University in Shanghai, 2006. (in Chinese))
    [5]
    RUSSO G. Numerical analysis of piled rafts[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1998, 22(6): 477-493.
    [6]
    戚科骏, 宰金珉, 王旭东, 等. 基于相互作用系数探讨的群桩简化分析[J]. 岩土力学, 2010, 31(5): 1609-1614. (QI Ke-jun, ZAI Jin-min, WANG Xu-dong, et al. Simplified analysis of pile group based on discussion of interaction factors[J]. Rock and Soil Mechanics, 2010, 31(5): 1609-1614. (in Chinese))
    [7]
    孙晓立, 杨 敏. 由单桩载荷试验预测桩筏基础沉降的简化分析方法[J]. 岩土工程学报, 2006, 28(8): 1013-1018. (SUN Xiao-li, YANG Min. Approximative analysis for piled rafts by pile load tests[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 1013-1018. (in Chinese))
    [8]
    CAPUTO V, VIGGIANI C. Pile foundation analysis: a simple approach to nonlinearity effects[J]. Rivista Italiana di Feotecnica, 1984, 18(2): 32-51.
    [9]
    梅国雄, 周 峰, 吴志斌. 桩土共同作用的若干实现方法及其应用[M]. 北京: 科学出版社, 2013. (MEI Guo-xiong, ZHOU Feng, WU Zhi-bin. Realization methods and their application of pile-soil-interaction[M]. Beijing: Science Press, 2013. (in Chinese))
    [10]
    CAIRO R, CONTE E. Settlement analysis of pile groups in layered soils[J]. Canadian Geotechnical Journal, 2006, 43(8): 788-801.
    [11]
    CASTELLI F, MAUGERI M. Simplified nonlinear analysis for settlement predictior of pile groups[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(1): 76-84.
    [12]
    LEE K M, XIAO Z R. A simplified nonlinear approach for pile group settlement analysis in multilayered soils[J]. Canadian Geotechnical Journal, 2001, 38(5): 1063-1080.
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