关键词: 堆石料, 分数阶流动法则, 强度, 状态参量, 连续方程

Abstract: The mechanical behaviors of rockfills exhibit strain-softening and dilative features, which is also influenced by the pressure, loading paths and density. In this paper, a new fractional sub-loading surface model for rockfills is proposed based on the critical state mechanism, which is a typical double yield surfaces model. In the p-q plane, the current and reference stress points are located on the sub-loading surface and the reference yield surface, respectively. The relative position between the sub-loading surface and reference yield surface is controlled by the void ratio difference ?. Compared with the state parameter ?, ? is able to account for the effect of loading paths additionally. The proposed model is able to account for the extent between the plastic flow direction and the loading direction without introducing a plastic potential function. A fractional plastic flow rule is developed by applying the Caputo fractional stress operator on the yield function, which provides a unified description for the associated and non-associated plastic flow rules. The formula of the proposed model is quite simple and the included seven model parameters can be determined through laboratory tests conveniently. The model predictions were compared with the drained triaxial test results of Tacheng rockfill under the conditions of various initial void ratios and confining pressures. A good agreement between the model predictions and experimental results is obtained, which indicates that the proposed model is capable of describing the stress-strain curves and deformation features of Tacheng rockfill. In addition, the effect of initial void ratios on the critical state line in the e-lnp plane is also captured by the proposed model.

Key words: rockfill, fractional order flow rule, strength, state parameter, constitutive equations