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A Two-Step Iterative Technique for Analysis of Piles in Nonlinear Soils

Author(s):
Medium: journal article
Language(s): English
Published in: Computer-Aided Civil and Infrastructure Engineering, , n. 3, v. 6
Page(s): 257-261
DOI: 10.1111/j.1467-8667.1991.tb00409.x
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: 10.1111/j.1467-8667.1991.tb00409.x.
  • About this
    data sheet
  • Reference-ID
    10148904
  • Published on:
    10/12/2018
  • Last updated on:
    10/12/2018
 
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