摘要
通过对山西南部三个地区的黄土进行湿陷性试验,分析了不同干密度与含水量情况下湿陷系数的动态变化,进而提出在实际地基基础处理过程中对这两个参数的控制方法。
Based on collapsibility loess experiment in three areas of southern Shanxi, it analyses the dynamic change in the coefficient of collaps-ibility under different dry density and moisture content. And it points out the foundation treatment methods in the actual process to control these two parameters.
出处
《山西建筑》
2017年第34期44-45,共2页
Shanxi Architecture
关键词
湿陷系数
干密度
含水量
地基处理
coefficient of collapsibility, dry density, moisture content, ground treatment
