首页 | 本学科首页   官方微博 | 高级检索  
     

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
Affiliation: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  
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号