关键词: 砂土, 组构, 各向异性, 剪胀状态参数, 广义位势理论, 本构模型

Abstract: The fabric anisotropy of sand significantly affects its mechanical deformation behavior. To accurately characterize this feature, a constitutive model for sand that incorporates fabric anisotropy is proposed, based on the anisotropic critical state theory and the generalized potential theory. First, a variable referred to as virtual peak deviatoric stress is introduced into the hyperbolic model to simulate both the softening behavior of dense sand and the hardening behavior of loose sand. On this basis, the conventional state parameter is replaced with a dilatancy state parameter that captures the evolving characteristics of fabric anisotropy. A stress-strain relationship considering fabric anisotropy is then established in the principal stress space. Subsequently, using the generalized potential theory and the concept of quasi-elastic-plastic deformation, this relationship is extended to the general stress space, leading to the development of a constitutive model that incorporates fabric anisotropy is established. The proposed model is finally applied to simulate drained and undrained triaxial compression/extension tests, as well as hollow cylinder torsional shear tests on Toyoura sand. The simulations demonstrate close agreement with experimental results, confirming the model’s validity. With 13 material constants, the model effectively describes the mechanical behavior of sand across a wide range of stress levels and densities, and successfully captures the influence of fabric anisotropy on its mechanical response.

Key words: sand, fabric, anisotropy, dilatancy state parameter, generalized potential theory, constitutive model