摘要
本文对深基坑工程中的侧向止水帷幕和底部止水帷幕等的水工构筑物,从隔渗性能、强度和稳定性等技术要求出发,列举了帷幕体的设计方法和各项技术指标,提出了止水帷幕的特殊技术措施。
According to technical requirements for the seepage capacity,the strength and the stability of a cut-off wall,the design method and various data for lateral and bottom cut-off wall in deep foundation pit excavation are presented. Specific technical measures for cut-off wall ae also proposed.
出处
《土工基础》
1998年第1期8-13,23,共7页
Soil Engineering and Foundation
关键词
深基坑
止水帷幕
设计
技术措施
施工
cut-off wall,deep foundation pit,design method,technical measures