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Volume 35 Issue zk2
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GUO Yang, CUI Wei, CHEN Fang-Bin, CHEN Qiao. Analysis and experimental study of a PHC uplift pile with hold-hoop connection[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1007-1010.
Citation: GUO Yang, CUI Wei, CHEN Fang-Bin, CHEN Qiao. Analysis and experimental study of a PHC uplift pile with hold-hoop connection[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1007-1010.
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Analysis and experimental study of a PHC uplift pile with hold-hoop connection

  • 1. Anhui Institute of Building Research & Design, Hefei 230031, China; 2. Jianhua Concrete Pile Holdings Limited, Zhenjiang 212413, China

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  • Received Date: June 14, 2013
  • Published Date: November 24, 2013
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    • Abstract
  • A PHC uplift pile with hold-hoop connection is proposed. Through theoretical analysis and example calculation, it is found that the pullout capacity of the connection pipe pile is improved significantly, and the connection is less prone to be destructed. In the actual engineering application, the effect of pile uplift is excellent. It may provide a more convenient and economical type of new pile for engineering application.
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    • References (7)
  • [1]
    DBJ/T11—166 先张法预应力混凝土抗拔管桩（抱箍式连接）[S]. (DBJ/T11—166 Atlas for pretensioned pre-stressed spun concrete pile foundation[S]. (in Chinese))
    [2]
    崔永高, 阳吉宝, 徐骏白, 等. 上海软土地区静力压桩若干问题的探讨[S]. 工程地质学报, 2006(4): 526-530. (CUI Yong-gao, YANG Ji-bao, XU Jun-bai, et al. Three issues in using statically-jacked piles for foundations in Shanghai soft soils [J]. Journal of Engineering Geology, 2006(04):526-530. (in Chinese))
    [3]
    郭 杨, 崔 伟. 应用圆柱孔扩张理论对PHC管桩承载特性的研究[J]. 合肥工业大学学报(自然科学版), 2010(2): 269-274. (GUO Yang, CUI Wei. Study on the bearing behavior of PHC pile using cylindrical cavity expansion theory[J]. Journal of Hefei University of Technology(Natural Science), 2010(2): 269-274. (in Chinese))
    [4]
    郭 杨, 崔 伟. PHC管桩在老黏土地区应用的试验研究[J]. 岩土工程学报, 2011(增刊2): 108-115. (GUO Yang, CUI Wei. Experiment study on the application of PHC pile in paleo-clay area[J]. Chinese Journal of Geotechnical Engineering, 2011(S2): 108-115. (in Chinese))
    [5]
    李伟兴, 万月荣, 刘庆斌. 世博会主题馆抗拔PHC管桩新型连接的计算分析及试验研究[J]. 建筑结构学报, 2010(5): 86-94. (LI Wei Xing, WAN Yue Rong, LIU Qing Bin. Design and experimental study on a new connection between PHC up lift pile segments of the Expo Theme Pavilion[J]. Journal of Building Structures, 2010(5): 86-94. (in Chinese))
    [6]
    施 峰. PHC管桩荷载传递的试验研究[J]. 岩土工程学报, 2004, 26(1): 95-99. (SHI Feng. Experimental research on load transfer mechanism of pretensioned high strength spun concrete piles[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 95-99. (in Chinese))
    [7]
    DB34/T1198—2010 先张法预应力混凝土管桩基础技术规程[S]. (DB34/T1198—2010 Technical specification for pretensioned pre-stressed spun concrete pile foundation[S]. (in Chinese))
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