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Determining the viscosity and yield surface of marine sediments using modified Bingham models

机译:使用改进的Bingham模型确定海洋沉积物的粘度和屈服面

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The rheology of marine sediment-laden flows in a submarine environment is examined. The viscosity and yield stress of marine sediments are key parameters controlling landslide mobility: the former is related to the peak velocity and the latter is related to the final deposition of debris flow. One of the simplest rheological models is the ideal plastic Bingham model, which is often applied to diverse materials. For marine sediments, the flow behavior can be approximated by modified Bingham models, such as the bi-viscosity and Papanastasiou models. The flow of viscoplastic materials can then be described by unyielded (local shear stress τ is lower than a yield stress τ _y), yield surface (τ = τ _y), and post-yield (τ > τ _y) characteristics. It is concluded that modified Bingham models with a proper choice of flow parameters can be used to predict the unyielded, yielding and yielded zones for marine sediments. It is also demonstrated that in some cases the yield surface can be effectively obtained using the relationship between viscosity and shear rate.
机译:研究了海底环境中充满海洋沉积物的流变流变性。海洋沉积物的黏度和屈服应力是控制滑坡迁移率的关键参数:前者与峰值速度有关,后者与泥石流的最终沉积有关。最简单的流变模型之一是理想的塑料Bingham模型,该模型经常应用于各种材料。对于海洋沉积物,可以通过修改后的Bingham模型(例如双粘度模型和Papanastasiou模型)来近似流动行为。然后可以通过未屈服(局部剪切应力τ低于屈服应力τ_y),屈服面(τ=τ_y)和屈服后(τ>τy)特性来描述粘塑性材料的流动。结论是,可以通过适当选择流量参数的改进的Bingham模型来预测海洋沉积物的未屈服,屈服和屈服区。还证明了在某些情况下,利用粘度和剪切速率之间的关系可以有效地获得屈服面。

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