摘要
在简化方法的基础上,拟定破裂面为曲线形式,推导了深度不大位置存在软弱夹层的均质边坡的安全系数,并搜索了最危险滑动面,通过对比分析,反映了软弱夹层对边坡稳定的影响,可为带软弱夹层的实际边坡工程的分析和设计提供参考。
Based on the simplified method, the paper assumes the failure surface as the curves, deduces the safety coefficient of the homogene- ous slope of the soft rock strata in the low position, searches the critical slip surface, and reflects the influence of the soft rock strata on the slope stability by the comparison and analysis, so as to provide some reference for the analysis and design of the factual slope projects with the soft rock strata.
出处
《山西建筑》
2014年第12期98-100,共3页
Shanxi Architecture
关键词
软弱夹层
对数螺旋线
最危险滑动面
soft rock strata, logarithmic spiral line, critical slip surface
