摘要
结合工程实例,对滑坡特征进行了分析,探讨了滑坡形成的原因,运用Fredlund非饱和土强度理论和Bishop法计算得到了边坡稳定安全系数,提出了对边坡进行加固的综合防治措施,从而保证工程平稳运行。
Combined with a project, it analyses the landslide features and reasons, gets the safe coefficient of slope stability through Fredlund unsaturated soil strength theory and Bishop method, and puts forward comprehensive preventive and treating measures to reinforce slope, so as to guarantee the proceeding of projects.
出处
《山西建筑》
2008年第28期282-283,共2页
Shanxi Architecture
关键词
公路
滑坡
边坡稳定性
综合防治
highway, landslide, slope stability, comprehensive preventive and treating measures
