摘要
针对试验压力对黄土湿陷系数的影响进行了研究,通过室内单线法黄土湿陷试验,结合已有研究成果,得出湿陷变形系数随试验压力呈先增大后减小的趋势。
The study researches the influence of the experimental pressure on the loess collapsible coefficient,and concludes that the collapsed deformation coefficient displays the increasing tendency firstly and decreasing later along with the experimental pressure by combining with the existing research results,according to the loess collapsed experiments with the indoor single line method.
出处
《山西建筑》
2012年第16期58-59,共2页
Shanxi Architecture
关键词
黄土的湿陷性
单线法
试验压力
湿陷系数
loess collapsibility
single line method
experimental pressure
collapsible coefficient
