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New p-y model for seismic loading prediction of pile foundations in non-liquefiable and liquefiable soils considering modulus reduction and damping curves

Author(s):

Medium: journal article
Language(s): English
Published in: Soils and Foundations, , n. 5, v. 62
Page(s): 101201
DOI: 10.1016/j.sandf.2022.101201
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.sandf.2022.101201.
  • About this
    data sheet
  • Reference-ID
    10693327
  • Published on:
    23/09/2022
  • Last updated on:
    23/09/2022
 
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