关键词: 黏性土, 固结不排水, 颗粒滑动, 损伤比, 本构模型

Abstract: A hypothesis that the skeleton deformation of clay is only the deformation of the interfaces of grains, and the deformation characteristics including nonlinearity and plastic deformation are controlled by the sliding of interfaces of grains within skeleton, is presented. Such a sliding can occur whenever the shear stress on interfaces of grains reach a critical value, and the direction range of sliding increases with the shear stress. This paper view that the sliding of interfaces of grains is a sort of damage in the clay skeleton, and there are two sorts of interfaces within the clay skeleton, the one contacts perfectly, and the other one contacts imperfectly. On plane, according to the relative distance from the stress circle to the initial sliding envelope line, the direction-range value of the sliding interfaces can be determined. The damage ratio is defined as the ratio of the previous direction-range values to its maximum value (determined by failure stress circle). The overall shear modulus is the weighting average of the perfect contact shear modulus and sliding contact shear modulus. The proposed model simulates the shear deformation for saturated clay under consolidated undrained condition reasonably well. In addition, the mechanical properties of the model can be conveniently obtained through conventional triaxial compression test; and the model is capable for predicting deformation behavior under various conditions, including varying hydrostatic stress and stress paths.

Key words: clay, consolidated undrained condition, sliding of grain, damage, constitutive model