摘要
通过对大坳砼面板堆石坝各种坝体分区方案边坡稳定及应力变形分析,在计算分析成果的基础上,合理确定坝体分区.
Based on analyzing the slope stability and the stress deformation of every dam body zone scheme and the calculation of auomplishment,the body zone is determined reasonably.
出处
《江西水利科技》
2004年第B05期43-45,50,共4页
Jiangxi Hydraulic Science & Technology
关键词
软岩
面板堆石坝
边坡稳定
应力
变形
Soft rock
Face rockfill dam
Slope stability
Stress
Deformation
