摘要
根据工程勘察实践对前山咀坝址右岸边坡“松动体”的分布范围,发育特征,形成机制及边坡稳定性等方面进行了详细的分析,评价。
According to the survey on distribution scope of 'loosen mass' at the right bank of Qianshanzui dam site, the developing featu re, formation mechanism, and the stability of the slope are analyzed and evaluat ed in detail.
出处
《陕西水力发电》
2001年第2期48-50,62,共3页
Journal of Shaanxi Water Power
关键词
东庄水库
稳定分析
坝址
边坡
变形
Dongzhuang Reservoir
loosen mass
formation mec hanism
stability analysis