摘要
某地铁车站基坑原设计为放坡开挖,因与规划路的修建冲突,基坑开挖不具备放坡条件,通过验算,采用土钉墙支护可以满足黄土边坡稳定的要求,在实践中取得了良好效果。
Direct excavation which is the original design for the foundation pit of a subway station does not come out feasible,due to conflict with the planned road building.After calculation,the soil nailing wall-supporting can be used to reinforce the loess slope.The article mainly introduces the application of soil nailing wall-supporting in deep loess foundation pit excavation.
出处
《铁道建筑技术》
2012年第3期46-48,60,共4页
Railway Construction Technology
关键词
黄土深基坑
土钉墙
边坡稳定
loess deep foundation pit
soil nailing wall
slope stability
