This paper takes the foundation pit engineering in coastal cities as an example to analyze the main construction risks that exist during the entire construction process of foundation pits in marine soft soil layers,and studies the design scheme and construction technology points of foundation pits.The monitoring results show that reinforcement outside the retaining pile can effectively control soil deformation.Compared with the unreinforced area,it can reduce soil deformation by at least 60%.The dismantling of reinforced concrete supports can be carried out in a sequence of first enclosing purlins and then the supporting,with block construction to reduce the deformation impact.This project provides certain technical references for engineering construction under similar geological conditions.
关键词
海相软土/异形基坑/变形控制
Key words
marine soft soil/irregular foundation pit/deformation control
维普
万方数据