目前,边坡稳定分析常用的定量分析方法主要为刚体极限平衡法和有限元数值分析法,二者各有优缺点。将两种传统方法相结合,应用极限平衡有限元法和自编程序分析某边坡实例的稳定性。结果分析表明,该法计算的安全系数较为可靠,且作为两种传统方法的结合,能扬长避短,既可满足较高的分析精度要求,又能较好的适应现有的边坡稳定评价体系。 At present, the quantitative analysis methods commonly used in slope stability analysis are rigid body limit equilibrium method and finite element numerical analysis method, both of which have their own advantages and disadvantages. Combining the two traditional methods, the stability of a slope example is analyzed by the finite element method and self-programming. The results show that the safety factor calculated by this method is more reliable, and as a combination of the two traditional methods, it can not only avoid weaknesses but also meet the requirements of higher precision analysis and better adapt to the existing slope stability evaluation system.