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Optimization variant of the shear strength reduction method and its usage for stability of embankments with unconfined seepage

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    SYSNO0571945
    TitleOptimization variant of the shear strength reduction method and its usage for stability of embankments with unconfined seepage
    Author(s) Sysala, Stanislav (UGN-S) RID, ORCID
    Tschuchnigg, F. (AT)
    Hrubešová, E. (CZ)
    Michalec, Zdeněk (UGN-S)
    Source Title Computers and Structures. Roč. 281, June 2023 (2023). - : Elsevier
    Article number107033
    Document TypeČlánek v odborném periodiku
    Grant GA19-11441S GA ČR - Czech Science Foundation (CSF), CZ - Czech Republic
    Institutional supportUGN-S - RVO:68145535
    Languageeng
    CountryGB
    Keywords geotechnical stability assessment * computational plasticity * unconfined seepage * shear strength reduction method * optimization * mesh adaptivity
    Cooperating institutions Graz University of Technology (Austria)
    VŠB – Technical University of Ostrava, Faculty of Civil Engineering (Czech Republic)
    URLhttps://www.sciencedirect.com/science/article/pii/S0045794923000639
    Permanent Linkhttps://hdl.handle.net/11104/0345443
    FileDownloadSizeCommentaryVersionAccess
    UGN_0571945.pdf14.2 MBOtherrequire
     
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