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Upper bound limit analysis of circular foundations on clay under general loading

Author(s): (Centre for Offshore Foundation Systems, The University of Western Australia Crawley, Australia)
(School of Civil & Environmental Engineering, Georgia Institute of Technology Atlanta, GA, USA)
Medium: journal article
Language(s): English
Published in: Géotechnique, , n. 9, v. 53
Page(s): 785-796
DOI: 10.1680/geot.2003.53.9.785
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: 10.1680/geot.2003.53.9.785.
  • About this
    data sheet
  • Reference-ID
    10742042
  • Published on:
    25/09/2023
  • Last updated on:
    25/09/2023
 
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