对护坡灌注桩正截面受弯承截力计算的探讨

An Analysis and Discussion on the Calculation Method of the Flexural Bearing Capacity of the Circular CrossSection for the Bored Pile of the Slope Protection

根据护坡灌注桩圆截面的受力特征，推导出护坡灌注桩正截面受弯承截力计算的改进公式，并在施工实践中得到验证。

In this article,based upon the stressed specificity of the circular crosssection of the slope protection pile,we have derived the improvement formulas of the flexural bearing capacity of the circular crosssection for the bored pile of the slope protection.Engineering application has proved that these formulas are correct and appropriate.