桩基的竖向承载力由桩侧摩阻力和桩端阻力所组成。
The pile's vertical bearing capacity, is composed of point resistance and skin resistance.
采用不同桩侧土抗力与桩身位移关系的模式，以有限单元法进行分析；
In the analysis, the finite element method and other simplified methods are compared using different models of lateral soil stiffness.
设置在分层土中的桩，其桩侧总摩阻力由桩所穿过的各土层的摩阻力所构成。
The skin resistance consists of frictions provided from every soil layer which the pile goes through.
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