摘要
提出分析群桩基础的剪切位移法:设定桩身位移方程为含有未知量的有限级数,利用桩顶、桩端的边界条件求解各未知量,从而得到桩身位移及桩周土位移。通过算例和实例的计算结果可证明该方法的正确性。
An approach of shear -deformation me thod is presented for the analysis of pile groups'foundation.The formula of piles'deformation is considered as finite progression with unknown numbers which can be solved by introducing the boundary conditions of the tip and base of piles,and then the deformation of piles and soil beside piles can be o btained.This approach has proved to be correct.
出处
《东莞理工学院学报》
2002年第2期35-39,97,共6页
Journal of Dongguan University of Technology
