In this paper, a failure model has been obtained for pile groups foundation with large high-pile platform.
本文提出了一种砂土中大型高桩台群桩基础的地基破坏模式，并导出了桩端阻力的理论计算公式。
The lateral bent of flexible pile platform consists of vertical piles and a pair of oblique piles and Simplified Method is required in port engineerng according to present norm.
对直桩和一对叉桩组成的柔性桩台横向排架，现行规范采用简化法进行计算。
The shock isolating independent pile platform has the advantages of simple structure, favorable shock insulating effect, long service life, safety and better stability.
本隔震独桩平台结构简单，隔震减震效果好，工作寿命长，安全稳定性较好。
The shock isolating independent pile platform has the advantages of simple structure, favorable shock insulating effect, long service life, safety and better stability.
本隔震独桩平台结构简单，隔震减震效果好，工作寿命长，安全稳定性较好。
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