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Effects of Particle Grading and Stress State on Strain-Nonlinearity of Shear Modulus and Damping Ratio of Sand Evaluated by Resonant-Column Testing

Author(s):

Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 12, v. 24
Page(s): 1-27
DOI: 10.1080/13632469.2018.1487349
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: 10.1080/13632469.2018.1487349.
  • About this
    data sheet
  • Reference-ID
    10288086
  • Published on:
    30/06/2019
  • Last updated on:
    13/11/2020
 
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