摘要
介绍了杭政储(2006)43号地块基坑支护工程实例,通过采用放坡土钉墙结合局部排桩悬臂支挡,结合深井降水局部止水的基坑支护设计思路,取得了良好的技术经济效益,对类似工程具有指导意义。
This paper introduced Hangzhengchu (2006)43 plot foundation pit shoring engineering project. By adopting the foundation pit shoring design ideas of using slope soil-nail wall combining with local row pile cantilever supporting and deep well precipitation local stop water, achieved good eeonomic benefits, and had a guiding significance for similar projects.
出处
《山西建筑》
2011年第18期49-50,共2页
Shanxi Architecture
关键词
基坑
土钉墙
排桩
自流深井
降水
foundation pit, soil-nail wall, row pile, artesian well, precipitation