摘要
利用极限平衡法和有限元数值法对红砂岩边坡进行全面的稳定性分析,根据失稳前边坡自身抗滑力大小,主动性地提出治理方案。
The stability analysis of the red sandstone slopes was investigated by limit equilibrium method and finite element method.Moreover,the treatment schemes were proposed according to the analysis of skid-resistance of unstable slope.
出处
《公路工程》
2011年第3期35-37,60,共4页
Highway Engineering
关键词
红砂岩边坡
稳定性分析
治理
Red sandstone slopes
Stability analysis
Treatment
