Abstract:Based on the field test data,we predict the long-term deformation of foundation soils by the hyperbola method.Burgers constitutive model is selected by simplifying the regional stratigraphic boundary.In addition,the creep and primary consolidation settlement are calculated by the finite difference method.The creep settlement of soft soils after construction for 5,10,50,120 years are obtained.Meanwhile,the viscous coefficient and shear modulus of Kelvin and Maxwell model are also achieved.By comparison between the calculated and measured data,the creep settlement of soft soils shouldn’t be ignored during the engineering design and construction.