The shape, position and safety factor of slope stability for the most dangerous potential slip surface with the method in this paper is quite different from that with the normal methods.
常规边坡稳定性分析与本文方法所得到的最危险潜在滑移线（面）形状和位置、边坡稳定安全系数均相差较大；
The presented method features simple principle and high precision, accommodates generalized shape of 3D slip surface, and can be readily implemented into computer.
该方法计算原理简单，易于编程实施，计算结果精度高，且适合任意形状空间滑面。
应用推荐