摘要
在传统的重力式水泥土挡墙的基础上,改进水泥搅拌桩,形成了一种新型的支护结构形式——水泥土组合拱结构,介绍了在天津吉利花园A区5.5m深的大面积浅基坑设计与施工中的成功应用。
On the basis of traditional gravity cement soil retaining wall,engineers improved cement agitating piles and formed a new support structure,the cement soil compound arch structure.In this article,authors introduce its successful application in design and construction of the 5.5 meters deep large area shallow foundation ditch of District A of Tianjin Jili Garden.
出处
《施工技术》
CAS
北大核心
2005年第S1期57-58,共2页
Construction Technology
关键词
基坑支护
水泥土
组合拱
foundation pit support
cement soil
compound arch
