摘要
随着社会经济的快速发展和城市土地资源的短缺,深基坑工程已成为现代建筑的一种发展趋势,基坑本身的稳定和周边环境的安全自然成为各方关注的焦点。以天津现代城B区项目为例,从获得的监测数据等方面着手,对深基坑地下连续墙的位移情况、内支撑及型钢支撑的受力情况进行了初步研究。
With the rapid development of the socio-economic and the shortage of urban land,deep excavation engineering has become a development trend of modern building,all attention is focused on the stability of foundation excavation and safety of the surrounding environment. Taking the project of Tianjin modern city-zone B for an example,proceeding with analysis of monitoring data,a primary study has been carried out on displacement of diaphragm wall and force condition of the internal support and structural steel support.
出处
《施工技术》
CAS
北大核心
2015年第S1期1-5,共5页
Construction Technology
关键词
地下连续墙
临时内支撑
型钢支撑
模拟计算
内力监测
diaphragm wall
temporary internal support
structural steel support
simulation calculation
internal force monitoring
