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Flexible support of a pile embedded in unsaturated soil under Rayleigh waves

Author(s): (Faculty of Engineering Zhejiang Institute China University of Geosciences Wuhan Hubei China)
ORCID (Faculty of Engineering Zhejiang Institute China University of Geosciences Wuhan Hubei China)
(Faculty of Engineering Zhejiang Institute China University of Geosciences Wuhan Hubei China)
(Faculty of Engineering Zhejiang Institute China University of Geosciences Wuhan Hubei China)
(Faculty of Engineering Zhejiang Institute China University of Geosciences Wuhan Hubei China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 1, v. 52
Page(s): 226-247
DOI: 10.1002/eqe.3758
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: 10.1002/eqe.3758.
  • About this
    data sheet
  • Reference-ID
    10696477
  • Published on:
    11/12/2022
  • Last updated on:
    16/12/2022
 
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