摘要
介绍了大禹渡电灌站沉沙池地基淤积土和黄河冲积砂层的不良地质条件。通过对沉沙池工程地质条件和沉沙池堤滑动原因进行分析评价 ,为沉沙池加固提供了合理的处理方案。
The poor geology characteristics of the sand basin foundation of Dayudu Dianguan station are introduced. by analysis on geology condition of sand basin foundation and reasons led to sand basin dam's sliding the reasonable treatment plans for strengthening sand basin are put forwards.
出处
《山西建筑》
2003年第1期57-59,共3页
Shanxi Architecture
关键词
大禹渡电灌站
沉沙池
工程地质评价
池堤滑动
涌砂
地基液化
加固
sand basin, sand basin dam's sliding, sand gushing, foundation liquefaction, strengthening treatment
