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    Slope Stability Analysis Method Based on Known Seepage Lines

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009::page 04025176-1
    Author:
    Ma, Weiliang
    ,
    Shao, Longtan
    DOI: 10.1061/IJGNAI.GMENG-11618
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The seepage field is a prerequisite for solving effective stress and conducting stability analysis, but solving saturated and unsaturated seepage fields is relatively complex, and the calculated results usually have significant discrepancies ...
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      Slope Stability Analysis Method Based on Known Seepage Lines

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4312737
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    • International Journal of Geomechanics

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    contributor authorMa, Weiliang
    contributor authorShao, Longtan
    date accessioned2026-08-20T11:50:09Z
    date available2026-08-20T11:50:09Z
    date copyright2025/06/27
    date issued2025
    identifier otherIJGNAI.GMENG-11618.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312737
    description abstractAbstract The seepage field is a prerequisite for solving effective stress and conducting stability analysis, but solving saturated and unsaturated seepage fields is relatively complex, and the calculated results usually have significant discrepancies ...
    publisherAmerican Society of Civil Engineers
    titleSlope Stability Analysis Method Based on Known Seepage Lines
    typeJournal Article
    journal volume25
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11618
    journal fristpage04025176-1
    journal lastpage04025176-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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