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Volume 40 Issue 4
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WANG Tao, LIU Jin-li, WANG Xu. Homogenized additional stress coefficient of foundation piles based on generalized mode of pile shaft resistance[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 665-672. DOI: 10.11779/CJGE201804010
Citation: WANG Tao, LIU Jin-li, WANG Xu. Homogenized additional stress coefficient of foundation piles based on generalized mode of pile shaft resistance[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 665-672. DOI: 10.11779/CJGE201804010
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Homogenized additional stress coefficient of foundation piles based on generalized mode of pile shaft resistance

  • 1. Foundation Institute, China Academy of Building Research, Beijing 100013, China;
    2. State Key Laboratory of Building Safety and Built Environment, Beijing 100013, China;

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  • Received Date: December 27, 2016
  • Published Date: April 24, 2018
    Graphical Abstract
    • Abstract
  • Based on the stress field calculated by the Mindlin stress theory with the pile diameter effect considered and the existing Mindlin homogenization stress summation method for calculating the settlement of pile group foundation, the deformation behavior of the pile group foundation as well as the homogenization effect of pile cap and the superstructure stiffness on the settlement deformation, the homogenized additional stress coefficient of foundation piles under the arbitrary pile distribution mode is proposed. In the light of the generalized model for specific shaft resistance distribution, the pile-pile homogenization stress coefficient table is given under different ratios of length to diameter and different pile spacing, so as to provide an effective simple method for the settlement of pile group foundation. The additional stress is provided for calculating the settlement of pile groups. This method is verified by the engineering examples. By comparing the Boussinesq method for deep foundation and the equivalent method, the calculated settlements are close to the measured ones at completion of settlement.
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    • References (8)
  • [1]
    邱明兵, 刘金砺, 秋仁东, 等. 基于Mindlin解的单桩竖向附加应力系数[J]. 土木工程学报, 2014, 47(3): 130-137.
    (QIU Ming-bing, LIU Jin-li, QIU Ren-dong, et al.The additional stress coefficient research for the single pile based on Mindlin's stress solution theory under vertical load[J]. China Civil Engineering Journal, 2014, 47(3): 130-137. (in Chinese))
    [2]
    刘金砺, 秋仁东, 邱明兵, 等. 不同条件下桩侧阻力端阻力性状及侧阻力分布概化与应用[J]. 岩土工程学报, 2014, 36(11): 1953-1970.
    (LIU Jin-li, QIU Ren-dong, QIU Ming-bing, et al.Behaviors of shaft resistance and tip resistance of piles under different conditions and conceptualization and application of distribution of shaft resistance[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 1953-1970. (in Chinese))
    [3]
    刘金砺, 邱明兵, 秋仁东, 等. Mindlin解均化应力分层总和法计算群桩基础沉降[J]. 土木工程学报, 2014, 47(5): 118-127.
    (LIU Jin-li, QIU Ming-bing, QIU Ren-dong, et al.Mindlin stress layer wise summation method for settlement calculation of pile group based on the Mindlin’s stress solution[J]. China Civil Engineering Journal, 2014, 47(5): 118-127. (in Chinese))
    [4]
    JGJ94—2008建筑桩基技术规范[S]JGJ94—2008建筑桩基技术规范[S]. 北京: 中国建筑工业出版社, 2008.
    (JGJ94—2008 Technical code for building pile foundation[S]JGJ94—2008 Technical code for building pile foundation[S]. Beijing: China Architecture and Building Press, 2008. (in Chinese))
    [5]
    MINDLIN R D.Force at a point in the interior of a semiinfinite solid[J]. Journal of Applied Physics, 2004, 7(5): 195-202.
    [6]
    GEDDES J D.Stresses in foundation soils due to vertical subsurface loading[J]. Géotechnique, 1966, 16(3): 231-255.
    [7]
    DGJ 08—11—2010 地基基础设计规范[S]. 上海: 上海现代建筑设计(集团)有限公司, 2010.
    (DGJ 08—11—2010 Foundation design code[S]. Shanghai: Shanghai Xian Dai Architectural Design (Group) Co., Ltd., 2010. (in Chinese))
    [8]
    刘金砺, 迟铃泉. 桩土变形计算模型和变刚度调平设计[J].岩土工程学报, 2000, 22(2): 151-157.
    (LIU Jin-li, CHI Ling-quan.The modified model of pile-soil deformation calculation and variable rigidity design method for balance settlement[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(2): 151-157. (in Chinese))
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