摘要
介绍了综合采用支护桩、截水帷幕、降水、回灌和锚喷支护等系统施工技术,成功地完成了在粉土、淤泥质粘土中、水位埋深在1.3m,基坑开挖至13.0m深的深基坑工程。
The retaining and protecting piles, curtain for cutting off water, dewatering, recharging and shotcrete-anchor retaining are integrated the systematic constrction technology; and it successfully used in a deep excavation engineering, of which the depth is 13m and the groundwater is at -1.3m level.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2004年第z1期129-132,共4页
Rock and Soil Mechanics
关键词
截水帷幕
支护桩
降水
回灌
锚喷支护
curtain for cutting off water
retaining and protecting piles
dewatering
recharging
shotcrete-anchor retaining
