软土边坡稳定是一个复杂的工程课题。
Slice method and finite element method are principal methods of soil slope stability analysis.条分法和有限元法是土质边坡稳定分析的主要方法。
In the analysis of the soil slope stability, safety coefficient is the key to measure the slope stability.在边坡稳定分析中,边坡的稳定安全系数是边坡稳定与否的重要判断依据。