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文章在弹性地基反力法的基础上 ,采用逐步加载方式分析非单一刚度的横向受力桩和抗力系数等随深度任意变化的层状土体的非线性相互作用 ,并在此基础上编制了计算程序
On the basis of the elastic foundation reaction method, the nonlinear interaction of layered soil body with varying depth, such as non-single-stiffness lateral piles and resistance coefficient, is analyzed step by step. On the basis of this, Calculation procedures