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文章采用弹性力学方法对桩周缝隙的开展宽度、深度进行了计算。在此基础上,进一步采用有限元法对工程实施前后的堤基渗透流场进行了分析对比,定量的阐述了由于桩基础实施而造成的渗透流场变化。
Elastic mechanics method is used to calculate the width and depth of the crevice around the pile. Based on this, the seepage flow field of dike foundation before and after project implementation is further analyzed and compared by finite element method, and the variation of seepage flow field caused by the pile foundation is quantitatively described.