摘要
结合某工程实际,通过对不同相对密度的砂土样的湿化变形试验,分析了不同相对密度砂性土的湿化变形规律,总结出砂性土在浸水后的变形模量及邓肯参数的变化规律。
According to some engineering and based on the test of sandy soil s wetting deformation with different relativity density,the disciplinarian of sandy soil s wetting deformation have been drawn.After the sandy soil has been wettered,the movement disciplinarian of mold of deformation and parameter of Duncan-Chang s non-linear model also have been drawn.
出处
《山西建筑》
2007年第8期115-116,共2页
Shanxi Architecture
关键词
砂土
湿化变形
邓—肯模型
sandy soil
wetting deformation
Duncan-Chang s non-linear model
