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《Rock and Soil Mechanics》 2000-04
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Singh-mitchell creep model of Shanghai very soft silt clay

LI Jun-shi,, LIN Yong-mei (East China Airport Design & Research Institute, Shanghai 200335, China) (Shanghai Urban Construction Design and Research Institute, Shanghai 200011, China)  
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.
【CateGory Index】: TU442
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