摘要
以工程实例为背景,按照强度折减法,用FLAC3D对边坡的稳定性进行了分析,通过支护前后的对比分析,对支护效果进行了判定,通过多方案的比选得出了最优方案,并对其未来发展进行了展望。
Based on the project example and according to the strength reduced method, it analyses the slope stability by using the FLAC^3D, through the comparing and analyzing to before and after the supporting, it judges the supporting effects, and through comparing and selecting the multi programs, it prospects it future develop.
出处
《山西建筑》
2008年第20期250-251,共2页
Shanxi Architecture
关键词
边坡稳定
强度折减法
有限差分
slope stability, strength reduced method, finite difference