基于岩石双轴流变试验机得到的具有绿片岩软弱结构面的灰白色大理岩剪切蠕变试验曲线,对绿片岩软弱结构面的长期强度特性和加速蠕变特性进行研究,并在此基础上提出了1个新的非线性剪切流变元件,将该元件与西原模型串联起来,建立1个新的非线性黏弹塑性剪切流变模型,以充分描述绿片岩软弱结构面的剪切流变特性,采用绿片岩软弱结构面加速蠕变曲线,对提出的非线性黏弹塑性流变模型进行了辨识,得到了绿片岩软弱结构面非线性黏弹塑性流变模型的参数,对流变模型与试验结果进行比较,结果表明,所建立模型是正确合理的。
Based on the shear creep curves of gray marbles contain green schist weak structural plane, using rock biaxial rheology testing machine, the long-term strength and accelerated creep properties are studied. On this basis, a new nonlinear shear rheology component is proposed. When nonlinear rheological model component serial connected with Nishihara model, a new nonlinear visco- elastoplastic shear theological model can be built to fully describe the shear creep properties of greenschist weak structural plane. Using complete accelerative rheological curve, the nonlinear visco-elastoplastic shear rheological model is carried out the identification, and the correlative parameters of nonlinear rheological model such as viscoelastic modulus and viscosity etc. are also gained. The comparison between the rheological model and experimental result shows that the nonlinear theological model is right and reasonable.