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凤滩大坝左岸滑坡体变形规律分析
引用本文:朱赵辉,顾冲时,程晋. 凤滩大坝左岸滑坡体变形规律分析[J]. 水电能源科学, 2006, 24(2): 32-36
作者姓名:朱赵辉  顾冲时  程晋
作者单位:河海大学,水利水电工程学院,江苏,南京,210098
基金项目:国家高技术研究发展计划(863计划);科技部科研项目
摘    要:针对凤滩大坝左岸滑坡体并根据邻近绕坝渗流资料,定性、定量分析评价了滑坡体的渗流特性及变形规律。结果表明,时效对滑坡体的稳定有一定的影响,应加强观测和分析。

关 键 词:左岸滑坡体  绕坝渗流  统计模型
文章编号:1000-7709(2006)02-0032-05
收稿时间:2006-03-28
修稿时间:2006-03-28

Aanalysis for Left Bank Landslide Law of Fengtan Dam Based on Actual Information
ZHU Zhaohui,GU Chongshi,CHENG Jin. Aanalysis for Left Bank Landslide Law of Fengtan Dam Based on Actual Information[J]. International Journal Hydroelectric Energy, 2006, 24(2): 32-36
Authors:ZHU Zhaohui  GU Chongshi  CHENG Jin
Abstract:According to some practicaldata of left bank landslide and seepage survey points of the dam around Fengtan Dam,this articlecomprehensively analyzes the seepage characteristics and the law of the left bank landslide of the dam in the way of both qualitative and quantitative analysis.Aiming at all kinds survey points of observation,it analyzes the physical cause of formationof the left bank landslide.Furthermore,it analyzes the yearly alteration rate of prominently characteristicmodels.The result indicates that effectiveness for a given period has some influence on the stability of left bank landslide,in which case observation and analysis should be taken into account.
Keywords:left bank landslide  seepage around dam  statistic model
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