摘要
通过引入Ｓｉｎｇｈ－Ｍｉｔｃｈｅｌｌ应力－应变－时间关系方程，并结合上海淤泥质粉质粘土的有关室内试验，分析得出了上海淤泥质粉质粘土的蠕变形式。模型具有参数少、适用性较强的特点。
By introducing Singh-Mitchell stress-strain-time relation equation, and combining the lab tests, we analyze and give the creep form of Shanghai very soft silt clay. The model has features such as fewer parameters and good applicability.
出处
《岩土力学》
EI
CAS
CSCD
2000年第4期363-366,共4页
Rock and Soil Mechanics
