摘要
温州滨江广场二期工程地块紧邻瓯江,设有两层地下室,基坑开挖深度大、面积广,周边环境复杂,基坑设计施工难度较大。结合水文地质条件及周边环境,详细介绍了该基坑设计和施工的关键技术方案。
The project of Wenzhou Riverside PlazaⅡ is located at the south of Oujiang River,designed a two-storey basement,its foundation pit excavation was deep and large,surrounding environment was complicated,the construction of foundation pit design had a greater difficulty. Combined with hydrogeological conditions and the surrounding environment,this paper introduced the design of foundation pit and the key technology of construction scheme.
出处
《工程质量》
2016年第8期68-72,共5页
Construction Quality
关键词
深基坑
含粉砂淤泥
相互影响
开挖流程
内支撑
deep foundation pit
muck including silty sand
mutual effect
excavation process
inner brace
