地下水位变幅对湿陷性黄土地基处理深度影响

Influence of underground water level luffing to collapsibility of loess foundation treatment depth

结合西安曲江新区工程实例,根据场地岩土工程勘察成果,重点分析评价了地下水位变幅原因及其对湿陷性黄土地基处理深度和处理方法的特殊要求,对同类工程具有指导作用。

Combining with engineering example of Xi＇an Qujiang newly developed area,according to the investigation results of site geotechnical engineering,this paper emphatically analysed and evaluated the underground water level luffing reasons and its special requirements to collapsibility of loess foundation treatment depth and processing method,had a guiding role for similar projects.