Viscoelastic‐Elastoplastic Analysis of Overconsolidated Structural Soft Soils

Abstract

Soft soils exhibit significant time‐dependent effects during long‐term deformation. To precisely describe the long‐term behavior of soft soils, it is necessary to employ elastoplastic theory and rheology principles for investigating the stress–strain relationship of the soils. In this paper, a super‐subloading modified Cam‐clay model is initially derived. Subsequently, by introducing the Kelvin model to describe the creep behavior of soils, and combining it with the modified Cam‐clay model, an overconsolidated structural viscoelastic‐elastoplastic model is further presented. After converting the equation into matrix form and programming it in Fortran, the proposed model is implemented by ABAQUS. Then, the accuracy of the developed model and program is verified through comparison with existing literature and experimental results. Finally, parametric analysis is conducted to explore the impact of viscoelasticity, structure, and overconsolidation on the responses of soft soils.