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王智强, 刘汉龙, 张敏霞, 袁佶, 雍君. 现浇X形桩竖向承载特性足尺模型试验研究[J]. 岩土工程学报, 2010, 32(6).
引用本文: 王智强, 刘汉龙, 张敏霞, 袁佶, 雍君. 现浇X形桩竖向承载特性足尺模型试验研究[J]. 岩土工程学报, 2010, 32(6).
Full scale model tests on vertical bearing characteristics of cast-in-place X-section piles[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(6).
Citation: Full scale model tests on vertical bearing characteristics of cast-in-place X-section piles[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(6).

现浇X形桩竖向承载特性足尺模型试验研究

Full scale model tests on vertical bearing characteristics of cast-in-place X-section piles

  • 摘要: X形桩是一种利用截面形如X形的钢模,经过沉管、浇注混凝土、养护成形之后所形成的现浇混凝土桩。该桩具有承载力高、经济适用、施工方便等优点,对于高速公路、铁路等工程中的软土地基处理具有较好的适用性。采用河海大学自行研制的大型桩基模型槽试验系统,通过竖向静载试验,研究了X形桩与圆形桩的极限承载力、桩身侧摩阻力、桩端阻力与桩侧摩阻力的荷载分担比的变化规律。结果表明:与圆形桩相比,X形桩在相同混凝土用量下能够显著提高截面利用率及承载力水平。研究成果可为进一步研究X形桩的各种工程特性提供重要依据。

     

    Abstract: The X-section pile is a kind of cast-in-place concrete pile casted by X-section steel mould. The main steps contain sinking of mould, injection of concrete and conservation. It has the advantages of high capacity, economy and convenience for construction, etc. It is therefore suitable for the soft clay ground treatment for highways and railways. Based on the large-scale model test system developed by Hohai University, the vertical load static tests are carried out. The shaft resistance and the ratio of shaft resistance to point resistance are studied. The results show that the X-section piles can improve the utilization rate of section and the resistance capacity with the same amount of concrete. This study will provide important information for further studies on various engineering characteristics of X-section piles.

     

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