摘要
通过深基坑支护个案进行拉森IV型钢板桩与改进型轻型井点降水在近海区域强透水地层基坑中应用成效的比较,得出改进型轻型井点降水法安全效果良好,经济效益高。
Authors compare application effects of type IV steelplate Larson piles and improved light well point dewatering for deep foundation excavation in the coastal area strongly permeable layer,then have a conclusion that the improved light well point dewatering method has a good effect and economic.The result can be used.
出处
《施工技术》
CAS
北大核心
2011年第S1期136-138,共3页
Construction Technology
关键词
近海区域
强透水地层
深基坑
改进型轻型井点降水
钢板桩支护
coastal area
strongly permeable stratum
deep foundation excavation
improved light well point dewatering
supporting steelplate piles
