万家口水电站左岸进场路滑坡的分析及处理  

The analysis and treatment of the landslides on left bank of entrance of Wanjiakou Hydropower station

作　　者：侯建斌[1] 张会玉[1] 

机构地区：[1]吉林省水利水电勘测设计研究院,吉林长春130021

出　　处：《吉林水利》2009年第6期42-45,共4页Jilin Water Resources

摘　　要：根据万家口水电站左岸进场路滑坡地形地貌、地层岩性和地下水情况,从滑坡的外貌特征、受力特征角度进行了分析,得出滑坡成因的正确结论,并结合现场的实际情况,提出了较好的处理措施。According to the typography, physiognomy, stratum lithology and groundwater condition located on left bank of entrance of Wanjiakou hydropower station, this paper analyses the landslides from the features of appearance and the characteristics of the force point, concludes the correct causes of the landslide, and puts forward control measures combined with the actual situation of the scene.

关 键 词：路滑破 特征分析 成因结论 处理措施 

分 类 号：TV697.23[水利工程—水利水电工程]