摘要
基于geo-slope分析软件,分别采用了瑞典条分法和简化Bishop法对该边坡的稳定性进行了分析,得到两种数值模拟分析的结果与初勘报告的结论一致,最后结合场地实际情况,提出了治理该边坡的有关措施和建议。
Based on geo-slope analysis software, the sweden circular slice method and the simplified Bishop method were used to analysis the stability Of the slope, and the two numerical simulation results are presented in the report fits with the conclusions of preliminary investigation reports. At last, according to the actual venues, the paper gives some proposals to treat the slope.
出处
《山西建筑》
2007年第13期99-100,共2页
Shanxi Architecture
关键词
边坡
瑞典条分法
简化BISHOP法
数值模拟分析
slope, sweden circular slice method, simplified Bishop method, numerical simulation
