关键词: 堆石料, 弹塑性本构模型, 状态相关性, 屈服函数, 剪胀方程, 硬化规律

Abstract: The strength and deformation characteristics of rockfill materials are related to the initial void ratio and confining pressure. In this study, an elastoplastic constitutive model for rockfill materials is established to predict the mechanical response of rockfill materials under different confining pressures and initial densities. Based on the framework of the Cambridge-type models, the proposed model can account for the transition from dilation to contraction shear response of rockfill materials as the void ratio or the confining pressure increases. The proposed model adopts a micromechanically-based yield function to characterize the evolution of the microstructure with the non-associative flow. A new hardening parameter is derived based on the fact that the virgin compression curves are not unique for rockfill materials. To characterize the state-dependent behavior, a unique critical state surface of rockfill material is assumed. The mathematic requirements for a general Cambridge-type constitutive model are summarized by considering the state dependence; furthermore, both the dilatancy equation and the hardening parameter are modified. A particle swarm optimization method is established to determine the model parameters, and the performance of the proposed constitutive model is verified by comparing with experimental results.

Key words: rockfill materials, elastoplastic constitutive model, state-dependence, yield function, dilatancy equation, hardening