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韩城电厂边坡变形机理及稳定性分析
引用本文:崔中兴,杨作栋.韩城电厂边坡变形机理及稳定性分析[J].灾害学,1994,9(2):50-54.
作者姓名:崔中兴  杨作栋
作者单位:西安理工大学,西安市地震局
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。

关 键 词:岩石滑坡  地层岩性  稳定分析  陕西韩城

STABILITY ANALYSIS AND DEFORMATION MECHANISM OF THE ROCK SLOPES IN HANCHENG POWER PLANT
Cui Zhongxing,Li Songde.STABILITY ANALYSIS AND DEFORMATION MECHANISM OF THE ROCK SLOPES IN HANCHENG POWER PLANT[J].Journal of Catastrophology,1994,9(2):50-54.
Authors:Cui Zhongxing  Li Songde
Institution:Cui Zhongxing;Li Songde(Xi'an Technological University)Yang Zuodong(Xi'an Seismological Bureau)
Abstract: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.
Keywords:Rock slope  Rock property  Stability analysis  
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