摘要
本文重点对湖上水库土石坝段原碎石混合土层渗漏及渗稳问题进行研究,提出优化设计方案,既满足渗漏及渗透稳定要求,又保证了工程质量,方便了施工,同时节约了工程成本,取得了良好效果。
This article focuses on the reservoir embankment dam on the lake gravel mixed soil leakage and seepage stability problem is proposed to optimize the design,both to meet the leakage and permeation stability requirements,to ensure the quality of the project to facilitate construction,while saving the cost of the project,and achieved good results.
出处
《吉林水利》
2012年第10期5-7,共3页
Jilin Water Resources
关键词
渗漏及渗透稳定
保留原地层
水平铺盖
延长渗径
leakage and penetration stability
to retain the original strata
in the blanket
extend the infiltration trails.
