Normalized Stress-Strain Behavior of Dredged Clayey Soils in Triaxial Undrained Shear Test

It does a great reference value to link the stress-strain relationship of Dredged Clayey Soils with water content for actual projects. Traditional researches on normalized stress-strain behavior of remolded soils is just for a specific kind of soils concerned,which obviously has some limitations. The normalized factor w/w_L is introduced to normalize the ultimate value of principle stress difference, which refer to the linear relationships between the ultimate value of principle stress difference and w/w_L in double logarithmic coordinates.On this basis, the research on normalized stress-strain behavior on three different kinds of Dredged Clayey Soils,which is based on the hyperbolic model proposed by Konder and aqopted the ultimate value of principle stress difference as the standard normalized factor.It shows a good normalized results by comparing with the experimental results.