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    Insight into Hysteretic Drying and Wetting in Unsaturated Granular Soil from Fully Resolved Computational Fluid Dynamics Analysis

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 006::page 04025018-1
    Author:
    Mai Sawada
    ,
    Catherine O’Sullivan
    ,
    Aikaterini Tsiampousi
    ,
    Jose Salomon
    DOI: 10.1061/JENMDT.EMENG-8134
    Publisher: American Society of Civil Engineers
    Abstract: The hysteresis of soil water retention curves (WRCs) originates from multiple factors including the pore geometry, contact angles at the solid–liquid interface, and pore-water morphology. This study exploits high-resolution computational fluid dynamics (CFD) to explore the mechanisms underlying this hysteresis in wetting and drying and the development of scanning curves. We consider the role of pore geometry on the processes, i.e., the ink-bottle effect, and we focus on capillary rise. Drying and wetting in single pores were simulated using fully resolved CFD, and the results are summarized in the form of WRCs. A detailed analysis of the force balance in the system reveals the role of the angle between the fluid–fluid interface and the vertical direction as the water surface moves into the bulb during drying. In wetting, residual water remaining in the pore after a drying cycle plays a key role. This difference in mechanisms contributes to the observed hysteresis. Scanning curves emerged from simulations of a single pore and a composite pore comprising two types of double-bulb systems. The analyses were expanded to simulate wetting and drying in a face-centered cubic packing of uniform spheres. The study shows that CFD simulations can elucidate the mechanisms at key transition points and capture the influence of factors including residual water on the emergent WRCs.
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      Insight into Hysteretic Drying and Wetting in Unsaturated Granular Soil from Fully Resolved Computational Fluid Dynamics Analysis

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    contributor authorMai Sawada
    contributor authorCatherine O’Sullivan
    contributor authorAikaterini Tsiampousi
    contributor authorJose Salomon
    date accessioned2025-08-17T22:43:46Z
    date available2025-08-17T22:43:46Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherJENMDT.EMENG-8134.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307356
    description abstractThe hysteresis of soil water retention curves (WRCs) originates from multiple factors including the pore geometry, contact angles at the solid–liquid interface, and pore-water morphology. This study exploits high-resolution computational fluid dynamics (CFD) to explore the mechanisms underlying this hysteresis in wetting and drying and the development of scanning curves. We consider the role of pore geometry on the processes, i.e., the ink-bottle effect, and we focus on capillary rise. Drying and wetting in single pores were simulated using fully resolved CFD, and the results are summarized in the form of WRCs. A detailed analysis of the force balance in the system reveals the role of the angle between the fluid–fluid interface and the vertical direction as the water surface moves into the bulb during drying. In wetting, residual water remaining in the pore after a drying cycle plays a key role. This difference in mechanisms contributes to the observed hysteresis. Scanning curves emerged from simulations of a single pore and a composite pore comprising two types of double-bulb systems. The analyses were expanded to simulate wetting and drying in a face-centered cubic packing of uniform spheres. The study shows that CFD simulations can elucidate the mechanisms at key transition points and capture the influence of factors including residual water on the emergent WRCs.
    publisherAmerican Society of Civil Engineers
    titleInsight into Hysteretic Drying and Wetting in Unsaturated Granular Soil from Fully Resolved Computational Fluid Dynamics Analysis
    typeJournal Article
    journal volume151
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-8134
    journal fristpage04025018-1
    journal lastpage04025018-12
    page12
    treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 006
    contenttypeFulltext
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