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Volume 34 Issue 9
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XIAO Zhao-ran, LIU Yi. Development of laboratory model test equipments for jacked piles[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1695-1698.
Citation: XIAO Zhao-ran, LIU Yi. Development of laboratory model test equipments for jacked piles[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1695-1698.
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Development of laboratory model test equipments for jacked piles

  • Department of Civil Engineering, Henan University of Technology, Zhengzhou 450052, China

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  • Received Date: May 20, 2012
  • Published Date: October 09, 2012
    Graphical Abstract
    • Abstract
  • It is complex for jacked piles driving in the sands. However, it can be studied by laboratory model tests. A fully functional automatic piling device has been developed. Through the servo control system, the device has the functions of constant force loading and uniform loading, and it may provide stable test conditions.
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    • References (3)
  • [1]
    JARDINE Richard J, ZHU Bi-tang, FORAY Pierre, et al. Experimental arrangements for investigation of soil stresses developed around a displacement pile[J]. Soils and Foundations, 2009, 49(5): 661–673.
    [2]
    张明义, 邓安福. 桩–土滑动摩擦的试验研究[J]. 岩土力学, 2002, 23(2): 246–249. (ZHANG Ming-yi, DENG An-fu. Experimental study on sliding friction between pile and soil[J]. Rock and Soil Mechanics, 2002, 23(2): 246–249. (in Chinese))
    [3]
    徐建平, 周 健, 等. 沉桩挤土效应的模型试验研究[J]. 岩土力学, 2000, 21(3): 235–238. (XU Jian-ping, ZHOU Jian, et al. Model test research on pile driving effect of squeezing against soil[J]. Rock and Soil Mechanics, 2000, 21(3): 235–238. (in Chinese))
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