软土区抗拔桩荷载一位移曲线归一化数值分析

摘要

Based on Hsiung normalization analysis methods, applying parabolic curve load transferring function, it normalizes load-displacement curve of tension pile into single curve, establishes its regression formula, and compares it to engineering testing data, finds out that the method is in accordance with actual engineering.%在Hsiung归一化分析方法的基础上，采用抛物线荷载传递函数，将抗拔桩的荷载一位移曲线归化为单一的曲线，建立该曲线的回归公式，并和工程实测数据加以对比，得出文中提出的方法和实际工程有较高的吻合度的结论。