硬脆岩的非线性粘弹塑性流变模型

Seven-component viscoelastic rheological model for brittle hard rock

摘要:

为了构建适合于硬脆岩的流变模型，通过对Bingham体中的线性粘滞体进行修正，使其粘滞系数为时间、应力的衰减函数，将修正的Bingham体与六元件线性粘弹性流变模型组合得到可反映加速蠕变的非线性粘弹塑性流变模型，并采用锦屏一级水电站工程左岸边坡砂板岩的蠕变试验曲线对所建立的非线性粘弹塑性流变模型进行验证。研究结果表明：当采用非线性粘弹塑性流变模型对试验曲线进行拟合时，试验曲线与理论曲线吻合得比较理想，显示了所建模型的正确性和合理性。

Abstract:

In order to build an appropriate rheological model for brittle hard rock, a nonlinear viscous component whose viscous coefficient is decay function of stress and time was built. The viscous component of Bingham model was replaced by this nonlinear viscous component, thus, modified Bingham model was obtained. The nonlinear viscoelasto-plastic rheological model for hard rock was gotten by the combination of modified Bingham model with six-component linear viscoelastic model. This new nonlinear viscoelasto-plastic rheological model can study accelerated creep property. Finally, this new model was verified by using the creep test curve of sandstone from left bank slope at Jinping First Stage Hydropower Station. The research results show that the new nonlinear visoelasto-plastic rheological model curve and experimental curve approximately coinside with each other. Therefore, the new nonlinear visoelasto-plastic rheological model model is available and reasonable.