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Nonlinear Consolidation Analysis of a Saturated Clay Layer with Variable Compressibility and Permeability under Various Cyclic Loadings

Auteur(s): ORCID (Lecturer, Dept. of Hydrogeology, Faculty of Geology, Kim Il Sung Univ., Pyongyang 999093, Democratic People''s Republic of Korea (corresponding author))
(Professor, Director of Dept. of Hydrogeology, Faculty of Geology, Kim Il Sung Univ., Pyongyang 999093, Democratic People''s Republic of Korea.)
(Researcher, Dept. of Hydrology, Faculty of Global Environmental Science, Kim Il Sung Univ., Pyongyang 999093, Democratic People''s Republic of Korea.)
(Senior Lecturer, Faculty of Mathematics, Kim Il Sung Univ., Pyongyang 999093, Democratic People''s Republic of Korea.)
(Researcher, Dept. of Hydrogeology, Faculty of Geology, Kim Il Sung Univ., Pyongyang 999093, Democratic People''s Republic of Korea.)
(Researcher, Faculty of Geology, Kim Il Sung Univ., Pyongyang 999093, Democratic People''s Republic of Korea.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 8, v. 20
Page(s): 04020111
DOI: 10.1061/(asce)gm.1943-5622.0001730
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1061/(asce)gm.1943-5622.0001730.
  • Informations
    sur cette fiche
  • Reference-ID
    10606448
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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