摘要
采用有限元强度折减法,对某城市建筑边坡不同工况条件下的稳定性进行了计算分析,计算结果表明:针对本工程边坡,采用抗滑桩加固设计能较好地满足安全性与经济性要求。
The paper adopts the finite elementary strength reduction method, has the calculation analysis of the stability of some urban archi- tectural side slope in different construction conditions, and indicates the adoption of the anti-slide pile consolidation design can meet the safety and ecbnomics for the side slope of the project.
出处
《山西建筑》
2010年第23期138-139,共2页
Shanxi Architecture
关键词
城市建筑边坡
有限元强度折减法
抗滑桩
滑坡推力
urban construction of side slope, finite elementary strength reduction method, anti-slide pile, landslide thrust
