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张蕾, 高广运. 大直径扩底桩尺寸效应的影响分析[J]. 岩土工程学报, 2011, 33(sup2): 83-87.
引用本文: 张蕾, 高广运. 大直径扩底桩尺寸效应的影响分析[J]. 岩土工程学报, 2011, 33(sup2): 83-87.
Z HANG lei, GAO Guang-yun. Size effect of large-diameter belled piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 83-87.
Citation: Z HANG lei, GAO Guang-yun. Size effect of large-diameter belled piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 83-87.

大直径扩底桩尺寸效应的影响分析

Size effect of large-diameter belled piles

  • 摘要: 由于扩大头的存在,大直径扩底桩受力变形性状既有大直径桩的特点,又与普通大直径直身桩存在很大差别。与大直径直身桩相同,大直径扩底桩也存在尺寸效应,但比直身桩相比增加了扩径比的影响。本文从试验数据入手,分析不同扩径比的大直径扩底桩受力变形性状,研究端阻力与沉降量的关系,提出了扩底桩的尺寸效应影响系数。

     

    Abstract: The loading and deformation behaviors of the large-diameter belled piles are different from and similar to those of straight large-diameter piles, because of their enlarged tip. Similar to the large-diameter bored piles the large-diameter belled piles have size effect, and but an increase of the ratio of the enlarged tip diameter to the shaft diameter. According to the test data, the load and deformation behaviors of large-diameter bored piles with different ratios of the enlarged tip diameter to the shaft diameter are analyzed, and the relationship between the tip resistance and the settlement is studied. Finally, the size effect coefficient of the large-diameter belled piles is proposed.

     

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