摘要
通木溪滑坡为一老滑坡.其前缘为滑坡强变形区,中部为弱变形区,上部为老滑坡区.滑坡复活始于1998年,近年来已造成不同程度的经济损失.在介绍不平衡推力法原理的基础上,利用该方法对通木溪滑坡进行稳定性分析,计算3种工况下的安全系数,最后提出工程整治措施.经对比得出,计算结果与野外调查实际情况基本相吻合.
Tongmuxi landslide is an old landslide. There are intense deformation in the foreside and weak deformation in the middle part as well as stabled deformation on the top of the landslide. Tongmuxi landslide reactivated in 1998. In recent years, it has caused economic losses. The Imbalance Thrust Force Method（ITFM） are applied to the landslide stability analysis, safety factor calculation, and treatment. The field survey validates the analysis result.
出处
《青岛理工大学学报》
CAS
2008年第6期22-25,72,共5页
Journal of Qingdao University of Technology
关键词
滑坡
不平衡推力法
稳定性分析
landslide
Imbalance Thrust Force Method （ITFM）
stability analysis
