摘要
在总结朝阳区霞光里5号、6号商业金融项目深基坑支护工程已有数据的基础上分析了导致建筑沉降的原因,得出周边建筑的沉降规律,结果表明在深基坑工程中地下连续墙与混凝土内支撑结合预应力锚杆支护结构体系对土体位移有很好的限制作用。
This paper analyzed the reasons of settlement of building based on monitoring date on monitoring date in the commercial and financial project in No. 5 and 6 Xiaguangli,Chaoyang District in Beijing,the settlement law of building is summarized. The result shows that the supporting structure system of diaphragm wall and concrete support with supporting structure system has remarkable restricting effects on the soil displacement.
出处
《施工技术》
CAS
北大核心
2016年第S2期17-21,共5页
Construction Technology
关键词
深基坑
建筑
沉降
地下连续墙
deep foundation excavation
buildings
settlement
diaphragm wall
