Abstract: The purpose of this study was to present the development of an elasto-viscoplastic constitutive model to describe the time-dependent behaviour of soft soils.The elasto-viscoplastic model was established within the framework of Perzyna’s overstress theory and the Modified Cam Clay model.The stress-strain relationship was solved by using an implicit backward Euler method of stress with updated algorithm,and implemented in a finite element program.Different types of tests were simulated using the EVP-MCC model to simulate the time-dependent behaviour of soft soils under different loading conditions,such as the strain rate effects on preconsolidation pressure as well as on undrained shear strength;the primary,secondary consolidation behaviour and stress effects on secondary compression coefficient Cα e;the creep and stress relaxation features under different stress levels.It was shown that the model could satisfactorily describe the time-dependent behaviour of normally consolidated or slightly overconsolidated clayey soils along different loading paths.Time-dependent properties behaved in multiple stages triaxial tests,and field and laboratory pressuremeter tests had also been successfully simualted by the proposed EVP-MCC model.