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One-Dimensional Consolidation Analysis of Unsaturated Soils Subjected to Time-Dependent Loading

Author(s): (Ph.D. Candidate, School of Civil and Environmental Engineering, Univ. of Technology Sydney (UTS), City Campus, P.O. Box 123 Broadway, Sydney, NSW 2007, Australia.)
(Senior Lecturer of Geotechnical Engineering, School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney (UTS), City Campus, P.O. Box 123 Broadway, Sydney, NSW 2007, Australia (corresponding)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 16
Page(s): 04015052
DOI: 10.1061/(asce)gm.1943-5622.0000504
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.1943-5622.0000504.
  • About this
    data sheet
  • Reference-ID
    10605237
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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