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A constitutive model for the stress–strain–time behaviour of ‘wet’ clays

Author(s): (Department of Civil Engineering, Stanford University)
(Department of Civil Engineering, Stanford University)
Medium: journal article
Language(s): English
Published in: Géotechnique, , n. 3, v. 35
Page(s): 283-298
DOI: 10.1680/geot.1985.35.3.283
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: 10.1680/geot.1985.35.3.283.
  • About this
    data sheet
  • Reference-ID
    10741711
  • Published on:
    25/09/2023
  • Last updated on:
    25/09/2023
 
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