The mechanical behaviour of fluid saturated poroelastic geomaterials that have a greater susceptibility for damage is of considerable interest in many civil and geotechnical engineering applications. This paper examines the problem of consolidation response of a damage-susceptible poroelastic geomaterials. In this study, the concept of effective stress of damaged porous media and the modified Darcy’s law is developed firstly from the point of view of the continuum damage mechanics, which is considered to be a novel development in the application of damage mechanics to the study of poroelastic phenomena. Then, a numerical damage model based on FEM considering fluid-solid coupling effect is established and applied to analyze the Biot’s consolidation problem of damaged soils. The comparison between the numerical predictions and the experimental data shows that the numerical damage model presented in this paper is effective and feasible in analyzing the consolidation problem of damaged porous media.
Read full abstract