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Mesoscopic mechanism of increasing liquefaction resistance of saturated sand deposits by preshaking using centrifuge shaking table tests

Author(s):
ORCID


Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 182
Page(s): 108744
DOI: 10.1016/j.soildyn.2024.108744
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: 10.1016/j.soildyn.2024.108744.
  • About this
    data sheet
  • Reference-ID
    10787332
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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