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柔性桩复合地基承载力计算方法探讨
引用本文:靳同良,柴清,王多祥.柔性桩复合地基承载力计算方法探讨[J].甘肃冶金,2009,31(6):114-115,128.
作者姓名:靳同良  柴清  王多祥
作者单位:兰州有色冶金设计研究院有限公司,甘肃,兰州,730000
摘    要:针对柔性桩复合地基承载力计算的复杂性和不确定性,本文对柔性桩复合地基承载力的计算方法进行探讨,选取指数函数为位移函数,根据弹性理论推导计算了桩体竖向位移、承载力及桩周的侧摩阻力。通过对实际工程的计算比较计算与实测结果,并分析了计算与实测结果存在差异的原因。

关 键 词:柔性桩  弹性理论  承载力  实例分析

Flexible Pile Compound Ground Bearing Capacity Computational Method Discussion
JING Tong-liang,CHAI Qing,WANG Duo-xiang.Flexible Pile Compound Ground Bearing Capacity Computational Method Discussion[J].Gansu Metallurgy,2009,31(6):114-115,128.
Authors:JING Tong-liang  CHAI Qing  WANG Duo-xiang
Affiliation:JING Tong-liang,CHAI Qing,WANG Duo-xiang(Lanzhou Institute of Nonferrous Metallurgy,Lanzhou 73000,China)
Abstract:In view of the flexible pile compound ground bearing capacity computation complexity and the uncertainty,this paper carries on the discussion to the flexible pile compound ground bearing capacity computational method,selected exponential function as the displacement function,has calculated the pile body vertical displacement,the bearing capacity and the pile week side friction according to the theory of elasticity.Through to the actual project computation compare the difference between computation and actua...
Keywords:flexible pile  elasticity theory  bearing capacity  actual project analyzing  
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