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Volume 35 Issue zk2
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LIU Hong-kai, WU Cheng-jie, YU Feng, XIA Tang-dai. Improved solution for predicting settlement of tubular-pile composite ground[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 638-642.
Citation: LIU Hong-kai, WU Cheng-jie, YU Feng, XIA Tang-dai. Improved solution for predicting settlement of tubular-pile composite ground[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 638-642.
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Improved solution for predicting settlement of tubular-pile composite ground

  • 1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 2. China Liaohe Petroleum Engineering Co., Ltd., Panjin 124010, China; 3. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China

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  • Received Date: July 16, 2013
  • Published Date: November 24, 2013
    Abstract
  • The traditional methods for settlement calculation of composite foundation are unable to consider the effect of load distribution of piles and soils. The differential settlement between the piles and the soils is also difficult to be predicted by these methods. This study concerns the additional stresses in tubular pile-net composite ground induced by embankment load. Based on the Mindlin’s solution, the additional stresses caused by pile end resistance, pile shaft resistances inside and outside the pipe are deduced, respectively. The Boussinesq’s solution is also used to obtain the additional stress in the soils surrounding the piles. Such improvement that incorporates the Mindlin’s and the Boussinesq’s solutions is expected to offer better prediction of the differential settlement between the piles and the soils in the tubular-pile composite ground. Finally, the new approach is applied to a case history, and the predictions seem to agree with the measurements fairly well.
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    • References (12)
  • [1]
    徐志英. 以明特林(Mindlin)公式为根据的地基中垂直应力的计算公式[J]. 土木工程学报, 1957, 4(4): 485-497. (XU Zhi-ying. Calculation formula of vertical stress in foundation depends on Mindlin’s formula[J]. Chinese Journal of Geotechnical Engineering, 1957, 4(4): 485-497. (in Chinese))
    [2]
    闫宝杰, 宋修广, 岳越群. 粉喷桩复合地基附加应力的Mindlin-Boussinesq联合解法[J]. 岩土力学, 2007, 28(6): 1255-1258. (YAN Bao-jie, SONG Xiu-guang, YUE Yue-qun. Boussinesq-Mindlin united solution method for DJMP composite foundation additional stress[J]. Rock and Soil Mechanics, 2007, 28(6): 1255-1258. (in Chinese))
    [3]
    陈永辉, 王新泉, 刘汉龙, 等. Y型桩桩侧摩阻力产生附加应力的分析计算[J]. 岩土力学, 2008, 29(11): 2905-2911. (CHEN Yong-hui, WANG Xin-quan, LIU Han-long, et al. Analysis and calculation of additional stress due to skin friction of Y-shaped vibro-pile[J]. Rock and Soil Mechanics, 2008, 29(11): 2905-2911. (in Chinese))
    [4]
    王新泉, 陈永辉, 刘汉龙. Y型桩桩端阻力产生附加应力的分析计算[J]. 岩土力学, 2009, 30(12): 3837-3845. (WANG Xin-quan, CHEN Yong-hui, LIU Han-long. Analysis and calculation of additional stress in foundation soil due to tip resistance of Y-shaped vibro-pile[J]. Rock and Soil Mechanics, 2009, 30(12): 3837-3845. (in Chinese))
    [5]
    MINDLIN R D. Force at a point in the interior of a semi-infinite solid[J]. Physics, 1936, 7(5): 195-202.
    [6]
    朱明双, 王金昌, 朱向荣. 路基荷载下现浇筒桩复合地基性状分析[J]. 浙江大学学报(工学版), 2006, 40(12): 2186-2190. (ZHU Ming-shuang, WANG Jin-chang, ZHU Xiang-rong. Performance analysis of cast-in-place tubular pile composite ground under embankment load[J]. Journal of Zhejiang University(Engineering Science), 2006, 40(12): 2186-2190. (in Chinese))
    [7]
    王 哲, 庄迎春. 大直径薄壁灌注筒桩竖向荷载传递性状解析分析[J]. 岩土工程学报, 2007, 29(10): 1488-1492. (WANG Zhe, ZHUANG Ying-chun. Analytical analysis of vertical load-transfer of large-diameter cast-in-situ concrete tubular piles[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1488-1492. (in Chinese))
    [8]
    王 哲, 周 建, 龚晓南. 考虑土芯作用的大直径灌注筒桩轴向荷载传递性状分析[J]. 岩土工程学报, 2005, 27(10): 1185-1189. (WANG Zhe, ZHOU Jian, GONG Xiao-nan. Analysis of axial load-transfer of large-diameter tubular pile using cast-in-situ concrete[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1185-1189. (in Chinese))
    [9]
    刘汉龙, 费 康, 周云东, 等. 现浇混凝土薄壁管桩的内摩阻力的数值分析[J]. 岩土力学, 2004, 25(2): 211-216. (LIU Han-long, FEI Kang, ZHOU Yun-dong, et al. Numerical simulation of inner frictional resistance of cast-in-situ concrete thin-wall pipe pile[J]. Rock and Soil Mechanics, 2004, 25(2): 211-216. (in Chinese))
    [10]
    周 建, 刘卫未. 大直径现浇薄壁筒桩单桩内摩阻力研究及竖向承载力模拟[J]. 公路交通科技, 2006, 25(7): 27-34. (ZHOU Jian, LIU Wei-wei. Study on inner friction and vertical bearing capacity simulation of single thin-wall cast-in-situ tubular pile[J]. Journal of Hingway and Transportation Research and Development, 2006, 25(7): 27-34. (in Chinese))
    [11]
    GB50007—2011 建筑地基基础设计规范[S]. 北京: 中国建筑工业出版社, 2012. (GB50007—2011 Code for design of building foundation[S]. Beijing: China Architecture and Building Press, 2012. (in Chinese))
    [12]
    夏唐代, 王 梅, 寿 旋, 等. 筒桩桩承式加筋路堤现场试验研究[J]. 岩石力学与工程学报, 2010, 29(9): 1929-1936. (XIA Tang-dai, WANG Mei, SHOU Xuan, et al. Field test of reinforced embankment supported by cast-in-situ thin-wall tubular piles[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(9): 1929-1936. (in Chinese))
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    XIA Tang-dai

    • 1. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China; 2. China Liaohe Petroleum Engineering Co., Ltd., Panjin 124010, China; 3. School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, China

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