盐度对伊利石流变特性及结构稳定性影响

    Effect of salinity on rheological properties and structural stability of illite

    • 摘要: 土体物理力学性质变化的内在原因与颗粒间微观结构密切相关。流变学研究方法已被证明是从粒间力的角度研究土的黏弹性和微观结构稳定性的有效途径。通过稳态和动态流变试验,探讨了盐度对纯黏土矿物伊利石流变特性和微观结构稳定性的影响。结果表明:在稳态流变试验中,不同盐度的试样均表现为剪切变稀。且剪切速率大于0.5 s-1时,Herschel-Bulkley模型能很好地描述其流动曲线;当盐浓度从0增大到1.8 mol/L时,屈服应力在1500~3500 Pa内变化,且与盐度呈正相关关系。动态流变试验表明,高盐度的试样具有较高的储能模量,随着盐度的增加,弹性提高。同时,盐度对黏弹性和剪切强度参数的影响随盐度的增加而增大,盐度的增大有助于伊利石的结构稳定性。

       

      Abstract: The internal cause of changes in the physical and mechanical properties of soil is closely related to the microstructure of the particles. Rheology has been proved to be an effective way to study the viscoelasticity and microstructure stability of soil from the perspective of intergranular forces. The effects of salinity on rheological properties and microstructural stability of pure clay mineral illite were studied by steady-state and dynamic rheological tests. The results show that the samples with different salinities are shear thinning in the steady-state rheological test. When the shear rate is greater than 0.5 s-1, the Herschel-Bulkley model can describe the flow curves well. When the salt concentration increases from 0 to 1.8 mol/L, the yield stress varies in the range of 1500~3500 Pa and is positively correlated with salinity. The dynamic rheological tests show that the samples with high salinity have higher energy storage modulus, and the elasticity increases with the increase of salinity. Meanwhile, the influence of salinity on viscoelasticity and shear strength parameters increases with the increase of salinity, which contributes to the structural stability of illite.

       

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