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    Critical Examination of Internal Stability Criteria for Granular Soils and Development of a Coupled PSD-CSD Approach

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 009::page 04025100-1
    Author:
    Cheng, Kuang
    ,
    Duan, Mengsi
    ,
    Indraratna, Buddhima
    ,
    Nguyen, Thanh T.
    DOI: 10.1061/JGGEFK.GTENG-13479
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe internal instability of soils involving the loss of soil mass and consequent failures under seepage has received immense attention in the past decades, resulting in various assessment methods. Empirical criteria based on the particle size ...
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      Critical Examination of Internal Stability Criteria for Granular Soils and Development of a Coupled PSD-CSD Approach

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311434
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    contributor authorCheng, Kuang
    contributor authorDuan, Mengsi
    contributor authorIndraratna, Buddhima
    contributor authorNguyen, Thanh T.
    date accessioned2026-08-20T10:54:50Z
    date available2026-08-20T10:54:50Z
    date copyright2025/07/14
    date issued2025
    identifier otherJGGEFK.GTENG-13479.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311434
    description abstractAbstractThe internal instability of soils involving the loss of soil mass and consequent failures under seepage has received immense attention in the past decades, resulting in various assessment methods. Empirical criteria based on the particle size ...
    publisherAmerican Society of Civil Engineers
    titleCritical Examination of Internal Stability Criteria for Granular Soils and Development of a Coupled PSD-CSD Approach
    typeJournal Article
    journal volume151
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13479
    journal fristpage04025100-1
    journal lastpage04025100-17
    page17
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 009
    contenttypeFulltext
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