韩城电厂边坡变形机理及稳定性分析  

STABILITY ANALYSIS AND DEFORMATION MECHANISM OF THE ROCK SLOPES IN HANCHENG POWER PLANT

作　　者：崔中兴[1] 李松德[1] 杨作栋 

机构地区：[1]西安理工大学,西安市地震局

出　　处：《灾害学》1994年第2期50-54,共5页Journal of Catastrophology

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.

关 键 词：边坡 变形机理 稳定性 滑坡 

分 类 号：P642.22[天文地球—工程地质学]