Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2024-12-21 DOI:10.1016/j.soildyn.2024.109170
Soham Banerjee , Yves Dubief , Mandar Dewoolkar , Jiarui Chen , Scott Olson
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Abstract

The behavior of liquefied soil can be simply portrayed as a viscous fluid through a single parameter viscosity. Physical modeling has often been used to estimate apparent Newtonian viscosities of liquefied soils. In these experiments, objects (e.g., spheres, cylinders, plates) are dragged through liquefied soils and the measured drag forces are analyzed using analytical, closed form solutions to determine the apparent Newtonian viscosities of the liquefied soils considered to behave as Newtonian fluid. This paper presents computational fluid dynamics (CFD)-based 2D and 3D analyses of some typical 1g and centrifuge physical models found in the literature that included dragged 3D objects (cylinder, plate, and sphere) through liquefied soils. The simulations revealed that the apparent Newtonian viscosity predicted through 3D CFD analysis simulating a sphere dragged through liquefied soil matched well with that predicted using the Stokes analytical solution, as both the CFD and analytical solution captured the 3D nature of the fluid flow around the sphere. However, the apparent Newtonian viscosities based on 2D analytical solutions applied to physical modeling results of a cylinder and a plate were found to be three to five times greater than those when 3D effects were considered in the 3D CFD simulations. The analyses showed that applying 2D assumption to 3D flow of liquefied soils could lead to unconservative estimates of apparent Newtonian viscosities as the true 3D nature of the flow of liquefied soil is not adequately captured in 2D solutions.
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从物理模型推断液化土壤的牛顿表观粘度。使用计算流体动力学的分析
液化土的行为可以通过单一参数粘度简单地描述为粘性流体。物理模型经常被用来估计液化土壤的表观牛顿粘度。在这些实验中,物体(如球体、圆柱体、板)被拖过液化土壤,测量的阻力用解析的、封闭的解来分析,以确定液化土壤的表观牛顿粘度,认为液化土壤表现为牛顿流体。本文介绍了基于计算流体力学(CFD)的二维和三维分析在文献中发现的一些典型的1g和离心机物理模型,包括拖拽的三维物体(圆柱体,板和球体)通过液化土壤。模拟结果表明,通过模拟一个球体在液化土壤中被拖拽的三维CFD分析预测的表观牛顿粘度与使用Stokes解析解预测的结果吻合得很好,因为CFD和解析解都捕捉到了球体周围流体流动的三维性质。然而,将二维解析解应用于圆柱体和平板的物理建模结果时,发现表观牛顿粘度比在三维CFD模拟中考虑三维效应时大3到5倍。分析表明,将二维假设应用于液化土壤的三维流动可能导致表观牛顿粘度的不保守估计,因为液化土壤流动的真实三维性质在二维溶液中不能充分捕获。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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