摘要
大屋冲水库土坝渗漏严重,坝内浸润线偏高,危及坝坡稳定安全。通过方案比较,选用混凝土防渗墙处理。经计算分析表明,坝内浸润线下降,坝坡稳定安全性提高,处理效果明显。
The serious seepage of earth rock dam of Dawuchong Reservoir and rather high wetting front endangered stability and safety of dam slope.Based on the comparison of schemes,the concrete anti-seepage wall is selected.Calculation and analysis have given positive results： lower wetting front and higher stability and safety.
出处
《水电与新能源》
2010年第6期33-35,共3页
Hydropower and New Energy
关键词
土石坝
抗滑稳定
有限元
earth rock dam
stability against sliding
finite element
