摘要
该文就长沙科文大厦深基础施工地下水治理方案的选择进行分析探讨 ,论述了采用帷幕灌浆技术对场地地下水进行防渗治理的可行性 。
In the paper, the selection about the scheme of groundwater control for deep foundation of Changsha Kewen Building is analysed and discussed, and the feasibility of using curtain grouting to control groundwater leakage is dissertated The construction technology of curtain grouting is expatiated as well.
出处
《勘察科学技术》
2001年第5期20-23,共4页
Site Investigation Science and Technology
