文中还对单参数模型和五参数模型求取的吸附平衡常数作了比较。

Here the comparison between the adsorption equilibrium constants obtained with single parameter model and five parameter model has also been made.

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说明文章提出的方法对计算大直径单桩的荷载与沉降曲线具有较好的适用性，利用桩身和桩端的三参数荷载传递函数模型和迭代算法分析大直径单桩的承载性状是可行的。

Therefore, it is feasible to analyze the bearing capacity of a large diameter single pile by three parameters load transfer function model of pile body and pile top and numerical iteration method.

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