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    Critical Slope Profile in Purely Cohesive Soil under Seismic Conditions: An Alternate Stability Criterion

    Source: Natural Hazards Review:;2026:;Volume ( 027 ):;issue: 001::page 04025066-1
    Author:
    Sinchith, M.
    ,
    Chakraborty, Abhijit
    ,
    Nandi, Shibsankar
    ,
    Ghosh, Priyanka
    DOI: 10.1061/NHREFO.NHENG-2370
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study explores the efficacy of an alternate stability criterion to investigate the critical stability of purely cohesive soil (ϕ=0°) slopes under seismic excitation. By superseding the traditional stability indices, the present criterion ...
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      Critical Slope Profile in Purely Cohesive Soil under Seismic Conditions: An Alternate Stability Criterion

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4314002
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    contributor authorSinchith, M.
    contributor authorChakraborty, Abhijit
    contributor authorNandi, Shibsankar
    contributor authorGhosh, Priyanka
    date accessioned2026-08-20T21:07:55Z
    date available2026-08-20T21:07:55Z
    date copyright2025/11/06
    date issued2026
    identifier otherNHREFO.NHENG-2370.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314002
    description abstractAbstractThis study explores the efficacy of an alternate stability criterion to investigate the critical stability of purely cohesive soil (ϕ=0°) slopes under seismic excitation. By superseding the traditional stability indices, the present criterion ...
    publisherAmerican Society of Civil Engineers
    titleCritical Slope Profile in Purely Cohesive Soil under Seismic Conditions: An Alternate Stability Criterion
    typeJournal Article
    journal volume27
    journal issue1
    journal titleNatural Hazards Review
    identifier doi10.1061/NHREFO.NHENG-2370
    journal fristpage04025066-1
    journal lastpage04025066-13
    page13
    treeNatural Hazards Review:;2026:;Volume ( 027 ):;issue: 001
    contenttypeFulltext
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