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Rheological Properties of Some Marine Muds Dredged from China Coasts

机译:一些海洋泥浆的流变性质从中国沿岸疏浚

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This is an experimental study that aims to examine the rheological response of natural muds under steady simple shear, using a controlledshear- stress system. Natural estuarine muds dredged from Haihe River in Tianjin and Mazhou Island near Shenzhen are tested. Experimental data at low shear rates are obtained and analyzed based on the Bingham and power-law models. The applicability of these two models in different ranges of shear rate is compared. It is found that the Bingham model does not provide a satisfactory description of the shear-thinning behavior of the muds at very low shear rates. The density dependence of the rheological parameters in terms of the Bingham and power-law models is also examined. On relating the rheological behavior to the particle size distribution, it is pointed out that the presence of coarse particles with a mean diameter d > 0.1 mm may lead to dislocation of particles in the internal structure, thereby causing the yield stress and viscosity of the material to decrease.
机译:这是一种实验研究,旨在使用控制性 - 应力系统来检查稳定简单剪切下天然泥浆的流变响应。在深圳附近的天津海河河脱离海河河的天然河口泥浆进行了测试。基于Bingham和Power-Law模型获得并分析了低剪切速率下的实验数据。比较这两种模型在不同范围的剪切速率范围内的适用性。结果发现,宾厄姆模型在非常低的剪切速率下不提供泥浆的剪切变薄行为的令人满意的描述。还研究了在宾厄姆和动力法模型方面流变参数的密度依赖性。关于将流变行为与粒度分布相关,指出,粗颗粒的平均直径D> 0.1mm的存在可能导致内部结构中的颗粒位错,从而导致材料的屈服应力和粘度减少。

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