新疆BEJ山口水库近坝库岸HP1滑坡体稳定性分析  

Stability Analysis of HP1 Landslide Near the Bank of BEJ Shankou Reservoir in Xinjiang

作　　者：员继军 YUAN Ji-jun(Xinjiang Water Resources and Hydropower Survey and Design Institute,Urumchi 830000,China)

机构地区：[1]新疆水利水电勘测设计研究院,乌鲁木齐830000

出　　处：《工程建设与设计》2021年第11期31-34,共4页Construction & Design for Engineering

摘　　要：滑坡灾害是发生最频繁、分布最广、危害性和损失最大的地质灾害之一,与地震和火山并列为全球性三大自然灾害。因此,对库区已分布的滑坡体稳定性进行评估,具有非常重要的现实意义。论文就所勘察的新疆BEJ山口水库近坝库岸滑坡体稳定性进行了分析研究,提出了合理的结论及建议,以供参考。Landslide disaster is one of the most frequent,widely distributed,hazardous and most loss geological disaster,which is listed as three global natural disasters along with earthquakes and volcanoes.Therefore,it is of great practical significance to evaluate the stability of the distributed landslides in the reservoir area.The paper analyzes and studies the investigated BEJ Shankou reservoir in Xinjiang,and puts forward reasonable conclusions and suggestions,for reference.

关 键 词：滑坡灾害 地震 火山 评估 

分 类 号：TV697.23[水利工程—水利水电工程]