徐广民, 刘凤奎, 王文君, 张学东. 后压浆灌注桩单桩极限承载力的液压模型[J]. 力学与实践, 2008, 30(5): 79-81. DOI: 10.6052/1000-0879-2008-095
引用本文: 徐广民, 刘凤奎, 王文君, 张学东. 后压浆灌注桩单桩极限承载力的液压模型[J]. 力学与实践, 2008, 30(5): 79-81. DOI: 10.6052/1000-0879-2008-095
A HYDRAULIC PRESSURE MODEL ON LIMITING BEARING CAPACITY OF SINGLE PILE BY POST GROUTING[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 79-81. DOI: 10.6052/1000-0879-2008-095
Citation: A HYDRAULIC PRESSURE MODEL ON LIMITING BEARING CAPACITY OF SINGLE PILE BY POST GROUTING[J]. MECHANICS IN ENGINEERING, 2008, 30(5): 79-81. DOI: 10.6052/1000-0879-2008-095

后压浆灌注桩单桩极限承载力的液压模型

A HYDRAULIC PRESSURE MODEL ON LIMITING BEARING CAPACITY OF SINGLE PILE BY POST GROUTING

  • 摘要: 结合后压浆灌注桩的施工工艺特点, 利用液压原理,建立了计算后压浆灌注桩单桩极限承载力的液压模型, 并推导出了计算公式.通过工程实例进行了验证, 表明方法可行, 结果可靠.

     

    Abstract: Based on hydraulic pressure theory,and combined with thepost-grouting technique of hole pour piles, a calculation model on limitingbearing capacity of single pile is built and the calculation formula ispresented. Compared with the experiment data, it's proved that the model andformula can be used for practice .

     

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