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李铁, 李光范, 何晚成. 浅谈Kayang大桥桩静载试验[J]. 岩土工程学报, 2011, 33(sup2): 333-338.
引用本文: 李铁, 李光范, 何晚成. 浅谈Kayang大桥桩静载试验[J]. 岩土工程学报, 2011, 33(sup2): 333-338.
LI Tie, LI Guang-fan, HE Wan-cheng. Static load tests on large-diameter piles for Kayang Bridge[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 333-338.
Citation: LI Tie, LI Guang-fan, HE Wan-cheng. Static load tests on large-diameter piles for Kayang Bridge[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 333-338.

浅谈Kayang大桥桩静载试验

Static load tests on large-diameter piles for Kayang Bridge

  • 摘要: 以韩国首尔 Kayang 大桥试验桩为例,通过对施工现场的 2 根大直径钻孔灌注桩和 2 根钢管桩的静荷载试验研究,重点分析阐述两种桩的承载能力、沉降量等关键指标。通过荷载沉降曲线揭示了韩国首尔地区大直径灌注桩和钢管桩的承载力特性,分析了实验过程中的影响因素,为今后类似工程的建设提供了宝贵的可供参考的试验数据和经验积累。

     

    Abstract: The pile bearing capacity, settlement and other indices of two large-diameter bored piles and two steel pipe piles at the construction site of Kayang Bridge in Seoul, Korea are analyzed by means of the static load tests. The bearing capacity characteristics of diameter piles and steel pipe piles are revealed by using the load -settlement curves' and the influencing factors are investigated during the experiment. It provides valuable experimental data and experience for the construction of similar projects in the future.

     

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