摘要
文章针对排涝泵站地基渗透破坏的典型事例,分析多层土地基产生渗透变形的一般机理,并提出一些相应的加固处理措施。
In view of the permeability damage on the ground of a drainage pump station, the deformation mechanism of multilevel ground foundation is analyzed and the correlated consolidation measures are brought out in this paper.
出处
《安徽建筑》
2007年第3期113-114,共2页
Anhui Architecture
关键词
排涝泵站
渗透破坏
变形
drainage pump station
permeability damage
deformation
