禹门口调蓄水池砂土地基液化评价及处理对策  

The Assessment and Relative Treatment Methods of Sand Foundation Fluidification of Storage Pond in Yumenkou

作　　者：陈世伟[1] 张水云[1] 杨红喜[1] 

机构地区：[1]水利部山西水利水电勘测设计研究院

出　　处：《山西水利科技》2004年第2期31-33,共3页Shanxi Hydrotechnics

摘　　要：禹门口黄河提水工业供水工程调蓄水池位于黄河漫滩及Ⅰ级阶地,主要工程地质问题是砂土地基液化,文中根据工程勘察结果,采用多种液化评价方法对该工程砂土地基的液化问题进行了评价,并提出了相应的处理措施。The storage pond of Yumenkou station project is located in the alluvial flat and the first terrance of Yellow River.The main engineering geology problems of this project are fluidification of sand foundation.According to the results of engineering exploration,manifold methods are adopted in assessing the fluidification of sand foundation,and the corresponding treatment measures are brought forward.

关 键 词：蓄水池 砂土地基 地基液化 强夯 工程地质 禹门口提水工程 

分 类 号：TV223.34[水利工程—水工结构工程]