摘要
结合边坡稳定性分析的常用土力学方法,就运用最优化方法确定边坡稳定性的最小安全系数的相关内容作了探讨,实践证明:用最优化方法求解边坡稳定性安全系数最小值是迅速有效的。
Combined with the common soil mechanical methods of side slope stability analysis,the related content of side slope stability minimum safety coefficient determined by the optimization method was discussed.The practice indicated that the side slope stability safety coefficient minimum value resolved with the optimization method was rapid and effective.
出处
《山西建筑》
2009年第34期103-104,共2页
Shanxi Architecture
关键词
边坡稳定性
最优化方法
最小安全系数
side slope stability
the optimization method
minimum safety coefficient
