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Interpretation of the Bearing Capacity of Unsaturated Fine-Grained Soil Using the Modified Effective and the Modified Total Stress Approaches

Author(s): (Sessional Lecturer, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.)
(Professor and Chair, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author).)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 6, v. 13
Page(s): 769-778
DOI: 10.1061/(asce)gm.1943-5622.0000263
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.1943-5622.0000263.
  • About this
    data sheet
  • Reference-ID
    10604979
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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