|
A semi-empirical constitutive model is proposed in this paper
for the undrained stress-strain-strength behavior of the
cohesive soils in terms of the consolidation history, the
anisotropy, the general stress state, and the simplicity to
needed parameters. Totally, only three parameters are required
this model namely, the shear strength in compression(S), the
strength in extension(S), and the initial Young''s modulus(E).
The accuracy of this model has been satisfactorily validated
with the published experimental data.
|