TY - JOUR
T1 - Inferring apparent Newtonian viscosities of liquefied soils from physical models – Analysis using computational fluid dynamics
AU - Banerjee, Soham
AU - Dubief, Yves
AU - Dewoolkar, Mandar
AU - Chen, Jiarui
AU - Olson, Scott
N1 - The authors gratefully acknowledge the support from the National Science Foundation (NSF Award: 1728172 & 1728199) for funding this research. The findings and conclusions from this research do not reflect or assert any views of the National Science Foundation. The authors acknowledge late Prof. Darren Hitt\u2019s contributions in the initial phase of this research. The authors thank Andy Evans and Jim Lawson at the Vermont Advanced Computing Core facility for their valuable input on using the computing cluster.
PY - 2025/3
Y1 - 2025/3
N2 - 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.
AB - 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.
KW - 3D viscous effect
KW - Apparent Newtonian viscosity
KW - Flow liquefaction
KW - Stokes flow
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U2 - 10.1016/j.soildyn.2024.109170
DO - 10.1016/j.soildyn.2024.109170
M3 - Article
AN - SCOPUS:85212589245
SN - 0267-7261
VL - 190
JO - Soil Dynamics and Earthquake Engineering
JF - Soil Dynamics and Earthquake Engineering
M1 - 109170
ER -