摘要
采用ＦＬＡＣ（连续介质快速拉格朗日法分析）对长江三峡水利枢组永久船闸陡高边坡岩体的稳定性（应力分布，位移分布，塑性区分布等）进行了初步分析，得到了一些新颖的结论。
In this paper,the rock mass stability(stress,displacement ,and plastic region distribution) of high slope at permanent ship locks in the key water control project of Three Gorges on the Yangtze River is analysed by means of FLAC(Fast Lagrangian Analysis of Continua),thereby some new conclusions are drawn out.
出处
《贵州工业大学学报（自然科学版）》
CAS
1998年第1期32-38,共7页
Journal of Guizhou University of Technology(Natural Science Edition)
关键词
永久船闸
陡高边坡
稳定性
三峡工程
船闸
three gorges On The Yangtze River
permanent shiplock
high slope
stability
fast lagrangian analysis of continua
