摘要
库区周边不稳定岸坡在水库蓄水运行后,当遇到特殊外力作用时,经常出现大规模滑塌,对水库运行甚至大坝安全造成一定影响。文中对张峰水库库区下伯候不稳定岸坡沿其软弱夹层的滑动进行了定性分析和定量计算,并提出了相应处理建议。
When the reservoir is impounded and the particular external forces are encounterd,usually the sliding on a large scale may occur on the unstable shore slope in reservoir area. It will produce certain influence on reservoir running and dam safety. The article carries out the qualitative analysis and quantitative assessment on sliding of Xiabohou unstable shore slope along weak interlayer in reservoir area of Zhangfeng Reservoir,and puts forward some correspondent treatment measures.
出处
《山西水利科技》
2008年第3期52-53,56,共3页
Shanxi Hydrotechnics
关键词
不稳定岸坡
软弱夹层
赤平投影图
地震
安全系数
unstable shore slope weak interlayer stereogram earthquake safety coefficient