摘要
本文采用工程地质勘察方法，揭示韩城电厂边坡的变形机理，并用弹塑性有限元对边坡进行了稳定分析，取得了与实测变形值一致的结果。
Based on geological investigation,the deformation mechanism of the Hancheng slope is discussed in this paper.The F.E.M with elastic-plastic model in also employed to compare with the measurements.
出处
《灾害学》
CSCD
1994年第2期50-54,共5页
Journal of Catastrophology
关键词
边坡
变形机理
稳定性
滑坡
Rock slope,Rock property,Stability analysis
