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Collapse and Swell of Lime Stabilized Expansive Clays in Void Ratio–Moisture Ratio–Net Stress Space

Author(s): (Postdoctoral Research Fellow, Dept. of Infrastructure Engineering, Univ. of Melbourne Parkville, Victoria 3010, Australia.)
(Senior Lecturer, Dept. of Infrastructure Engineering, Univ. of Melbourne Parkville, Victoria 3010, Australia (corresponding author).)
ORCID (Senior Lecturer, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology Hawthorn, Victoria 3122, Australia)
ORCID (Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology Hawthorn, Victoria 3122, Australia)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 9, v. 19
Page(s): 04019105
DOI: 10.1061/(asce)gm.1943-5622.0001488
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.1943-5622.0001488.
  • About this
    data sheet
  • Reference-ID
    10606185
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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