摘要
以某人防深基坑工程为例,通过对基坑支护设计与施工的探讨,选择了深层水泥土搅拌桩+土钉墙复合支护方案,并对施工组织设计作了阐述,指出复合土钉墙在开挖深度不大、相邻建筑对沉降与位移要求低的基坑支护中,既可保证施工安全,又可降低施工成本。
Taking a civil engineering deep foundation pit engineering as example,through the discussion on foundation pit support and construc-tion,selected the deep cement soil mixing pile + soil nailing wall composite support scheme,and elaborated the construction organization,point-ed out that the composite soil nailing wall not only could guarantee the construction safety,but also could reduce the construction cost in the foun-dation pit support of small excavation depth,loe requirements of adjacent buildings to settlement and displacement.
出处
《山西建筑》
2014年第17期79-80,共2页
Shanxi Architecture
关键词
复合土钉墙
基坑支护
施工组织
composite soil nailing wall
foundation pit support
construction organization