Through a systematical field investigegation of engeering geology on the south part of Masanfeng soil slope, using the method of limit equilibrium and FLAC,the stabiliy of this soil slope is analysed.

• 基于马三峰边坡南段土质边坡的工程地质特征现场勘查,分别运用极限平衡法和快速拉格朗日法分析了马三峰土坡的稳定性,搜索出了潜在的滑动面并计算出相应的安全系数,结果认为土坡整体是不稳定的。