论文部分内容阅读
基于桩体挠曲微分方程,采用带附加项的富氏级数逼近桩体挠曲线,对横向承载桩体,在不同的桩顶约束情况下,与多层地基相互作用问题进行了分析.文中给出了分析过程和数值算例,计算的结果同有限元法及实测的结果作了比较.
Based on the pile flexural differential equations, using the Fourier series with additional terms to approximate the deflection curve of the pile, the interaction between multi-layered soil and laterally loaded piles under different pile top constraints is analyzed. The analysis process and numerical examples are given. The calculated results are compared with the finite element method and the measured results.