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。
A comprehensive assessment of the stability of surrounding soil and supporting parameter was made according to the result of analysis, providing a scientific basis for tunnel construction.
根据模拟分析结果对隧道周边土体的稳定性和支护参数做出综合评判，为隧道施工提供科学依据。
应用推荐