摘要
介绍了一个实际开挖深度达13.4m的深基坑工程案例,采用简易降水措施后的土钉墙方案,即完成了整个深基坑工程的围护施工,取得了良好的社会效益。
The deep foundation pit engineering with depth of 13.4 m is introduced. Enclosure construction of the whole engineering is completed after adopting soil nailed wall schemes with simple dewatering measures. Thus, good social benefits are gained.
出处
《施工技术》
CAS
北大核心
2008年第1期48-50,共3页
Construction Technology
关键词
高渗透性砂砾石
浅基岩
深基坑
土钉墙
high permeability sandy gravel
shallow bedrock
deep foundation pit
soil nailed wall
