0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

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

Author(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.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 8, v. 20
Page(s): 04020111
DOI: 10.1061/(asce)gm.1943-5622.0001730
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)gm.1943-5622.0001730.
  • About this
    data sheet
  • Reference-ID
    10606448
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine