摘要
在查明亭子口水利枢纽库区基本地质条件的基础上,对岸坡地质结构特征进行了总结,分析库岸坍塌、滑坡的分布特征,及塌岸、滑坡现状及蓄水后稳定性。根据岸坡地质结构特征及库岸变形破坏特征,在对岸坡地质结构进行分段的基础上,对库岸稳定性作出分类评价。
On the basis of the identification of basic geological conditions of Tingzikou hydro-junction reservoir ,geologic structure characteristics of slopes are summarized .The paper analyzes collapse in reservoir banks ,distribution characteris-tics of landslide , the status of collacarry on classified evaluation pse and landslide , storage stability .According to the above slope geological structure characteristics and reservoir deformation and failure characteristics ,based on segment of bank slope geological structure ,the paper carries on classified evaluation of the stability of reservoir bank .
出处
《资源环境与工程》
2015年第5期616-619,共4页
Resources Environment & Engineering
关键词
亭子口
库区
库岸稳定性
分类评价
Tingzikou
reservoir area
stability of reservoir bank
classified evaluation
