摘要
结合工程实践,基于软弱地基砖混结构建筑物不均匀沉降,对场地软弱土的工程特性进行分析,分析了地下水渗流、水位变化时软弱地基不均匀沉降的影响,提出采用注浆加固可取得较好的效果。
Combined with practice of project,it analyzes features of soft soil project based on uneven subsidence of brick & concrete structrual architecture on soft foundation,analyzes influence of ground water seepage & level changes to uneven subsidence of soft foundation,and puts forward good effects can be obtained by adopting grouting stabilization.
出处
《山西建筑》
2005年第8期67-68,共2页
Shanxi Architecture
关键词
地下水位
软弱地基
细砂垫层
注浆加固
ground water level, soft foundation, thin sand level, grouting stabilization
