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Effect of Drained Multi-Directional Loads on Liquefaction Resistance of Granular Material

Author(s): (Department of Civil Engineering, University of Nottingham Ningbo China, Ningbo, People’s Republic of China)
(Department of Civil Engineering, University of Nottingham Ningbo China, Ningbo, People’s Republic of China)
(Department of Civil Engineering, University of Nottingham Ningbo China, Ningbo, People’s Republic of China)
ORCID (State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu, People’s Republic of China)
(School of Civil Engineering, University of Leeds, Leeds, UK)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 14, v. 28
Page(s): 1-19
DOI: 10.1080/13632469.2024.2371531
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: 10.1080/13632469.2024.2371531.
  • About this
    data sheet
  • Reference-ID
    10792376
  • Published on:
    01/09/2024
  • Last updated on:
    10/11/2024
 
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