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GEO5 - User Guide

桩端阻力

桩底地基土的刚度由Winkler模型参数C₁确定。C₁由桩底处地基土的变形模量E_def和泊松比ν计算得到的。同时，C₁的值和桩底地基土的变形计算深度也有关。

桩底弹簧的刚度由下式计算得到：

其中：

A

-

桩底截面面积

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