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    Novel Framework for Solving the Two-Dimensional Consolidation Problem Using the Random Feynman–Kac Formulation

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 011::page 04025064-1
    Author:
    Deb, Naina
    ,
    Hazra, Budhaditya
    ,
    Dey, Arindam
    DOI: 10.1061/JENMDT.EMENG-8559
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper presents a novel framework for solving the plane strain two-dimensional (2D) consolidation problem of saturated soils using the random Feynman–Kac (RF–K) formulation. The proposed framework addresses the inherent spatial variability of ...
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      Novel Framework for Solving the Two-Dimensional Consolidation Problem Using the Random Feynman–Kac Formulation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311343
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    contributor authorDeb, Naina
    contributor authorHazra, Budhaditya
    contributor authorDey, Arindam
    date accessioned2026-08-20T10:50:48Z
    date available2026-08-20T10:50:48Z
    date copyright2025/09/09
    date issued2025
    identifier otherJENMDT.EMENG-8559.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311343
    description abstractAbstractThis paper presents a novel framework for solving the plane strain two-dimensional (2D) consolidation problem of saturated soils using the random Feynman–Kac (RF–K) formulation. The proposed framework addresses the inherent spatial variability of ...
    publisherAmerican Society of Civil Engineers
    titleNovel Framework for Solving the Two-Dimensional Consolidation Problem Using the Random Feynman–Kac Formulation
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/JENMDT.EMENG-8559
    journal fristpage04025064-1
    journal lastpage04025064-19
    page19
    treeJournal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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