首先真诚感谢蔡晓鸿教授级高级工程师对拙文“任意滑裂面边坡稳定计算的简便法”~([1])的高度关注。现就蔡教高对“原文”提出的问题作答复如下:(1)关于不满足“力的平移法则”问题。由“原文”式(5)力偶Q_ih_i变为[Q_ih_i/R_i]R_i,可认为条间力的合力作用点延至曲率中心O,其合力的一个分力为T_i’,此时,附加于点O的力偶M_i’=0。因此,T_i’、N_i’满足“力 First of all, I sincerely thank Professor Cai Xiaohong senior engineer for the paper ”arbitrary slip plane slope stability calculation method “ ~ ([1]) attention. We hereby reply to the questions raised by Cai Jiao on the ”Original Text“ as follows: (1) On the problem of not satisfying the ”law of translation“. From the ”original“ type (5) couple even Q_ih_i into [Q_ih_i / R_i] R_i, can be considered that the force of the force of the bar is extended to the center of curvature O, a component of its resultant force is T_i ’, at this time, The force of point O M_i ’= 0. Therefore, T_i ’, N_i’ satisfy ”force