Analysis on Stability of the Side Slope of Dam under Seepage Effect
The phenomena of instability in side slope of dam frequently appears in ill-danger-ous reservoirs in our country, of which abnormal seepage in dam, high saturated zone are more common. In China, the cases that seepage effect caused by water level decreasing in reservoir lead to instability of dam slope are universal. This paper has studied that seepage influence on stability of dam slope, and detailed analysis on the influence degree of seepage effect for stability of dam slope, in addition, special project cases has been proposed, the re-suits show that it is of importance for study of slope stability to analyze seepage effect by ra-tional method.
Ill and dangerous reservoir seepage effect slope stability
Zhang Dawei Duan Xiangbao Xie Luofeng
Hydraulic Science and Engineering college,Yangzhou University, Yangzhou 225009, China Hydraulic Depa Hydraulic Department, Nanjing Hydraulic Research Institute, Nanjing 210029,China Hydraulic Department, Nanjing Hydraulic Research Institute, Nanjing 210029, China
国际会议
International Conference on Dam Safety Management(2008水库大坝安全管理国际研讨会)
南京
英文
90-94
2008-10-22(万方平台首次上网日期,不代表论文的发表时间)