摘要
本文以大朝山水电站一滑坡实例，探讨了软弱夹层与边坡走向斜交的情况下，边坡的失稳特征、机制及其平剖面上的分区，并初步提出斜向边坡稳定性分析的方法。
Taking a landslide as an example in the Dachaoshan Hydropower Project area, this paper has a discussion on the slope instability characteristics, mechanism and zoning along its profile in plan in the case of a soft and weak intercalation oblique intersecting the slope strike, and proposes a method of insequent slope stability analysis for the Dachaoshan Hydropower Project.
出处
《云南水力发电》
1998年第1期50-52,共3页
Yunnan Water Power
关键词
水电站
滑坡
软弱夹支
凝灰岩
斜坡
失稳
Dachaoshan Hydropower Project Landslide Soft and weak intercalation Tuff
