摘要
介绍某复杂场地条件下的基坑支护设计结合场地条件采用不同的剖面,重点介绍北侧利用相邻旧基坑支护桩与新建项目基坑支护桩对拉的设计方案、实施过程及其效果,对市区狭窄场地的基坑支护设计与施工有一定的借鉴作用。
In this paper,the different foundation pit support cross-setion design of one complex site are introduced.The opposite-pull system of the north side is specially introduced.The construction and the effect are described at the same time.Results can be used as references.
出处
《广东土木与建筑》
2011年第4期28-30,共3页
Guangdong Architecture Civil Engineering
