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Effect of Swell–Shrink Cycles on Volumetric Behavior of Compacted Expansive Clay Stabilized Using Lime

Author(s): ORCID (Research Fellow, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia)
ORCID (Senior Lecturer, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia (corresponding author))
ORCID (Senior Lecturer, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia)
ORCID (Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 11, v. 20
Page(s): 04020212
DOI: 10.1061/(asce)gm.1943-5622.0001863
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.1943-5622.0001863.
  • About this
    data sheet
  • Reference-ID
    10606532
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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