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One-Dimensional Compression Behavior of River Silty Sand: Emphasizing the Equivalent Void Ratio Concept

Author(s):

ORCID
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 9, v. 24
DOI: 10.1061/ijgnai.gmeng-9784
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/ijgnai.gmeng-9784.
  • About this
    data sheet
  • Reference-ID
    10797942
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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