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One-Dimensional Consolidation Modeling Based on the Isotach Law for Normally Consolidated Clays

Author(s):


Medium: journal article
Language(s): English
Published in: Soils and Foundations, , n. 4, v. 43
Page(s): 173-188
DOI: 10.3208/sandf.43.4_173
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: 10.3208/sandf.43.4_173.
  • About this
    data sheet
  • Reference-ID
    10538682
  • Published on:
    01/01/2021
  • Last updated on:
    19/02/2021
 
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