沈北某厂区流砂地基稳定性评价

The Evaluation for the Stability of Drift Sand Ground in Shenbei

通过对某厂区流砂地基的勘察,经野外原位测试、室内试验统计,饱和砂土因降水发生液化,降低地基土的承载力,不宜再采用浅基础。选择钢筋混凝土预制桩基础,保持建筑物的稳定性完好。

We have explored the drift sand foundation in some factory area. After testing in fields, counting in the house, we have found that the saturated sandy oil has liquefaced became of the rainfall. It reduces the load - bearing force of the foundation. So it is not suitable for us to adapt the shallow ground, we must choose the reinforced concrete prefabricated pile ground in order to keep the buildings stable and complete.