金鸡滩水利枢纽高边坡塌滑及其整治  

Sliding failure and repair of high bank slope for Jinjitan Hydraulic Complex

作　　者：苏锦豪 何善国 卢建集 张任芬 

机构地区：[1]广西南宁水利电力设计院,南宁530001

出　　处：《广西水利水电》2008年第3期57-60,共4页Guangxi Water Resources & Hydropower Engineering

摘　　要：介绍了金鸡滩水利枢纽工程的基本情况,分析了该工程船闸高边坡塌滑的成因及稳定性,比较了治理设计的削坡方案和锚杆方案,并论述了削坡处理后边坡的支护结构及布置。Based on a brief introduction of the Jinjitan Hydraulic Complex, the authors analyzed the causes for the sliding failure of high bank slope at shiplock and the stability, compared two repairing alternatives, i.e. scaling altemative and anchorage bar altemative, and discussed the supporting structure and arrangement of bank slope after scaling.

关 键 词：高边坡整治 塌滑 削坡 锚杆 金鸡滩水利枢纽 

分 类 号：P642.2[天文地球—工程地质学]