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End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress

Author(s):


Medium: journal article
Language(s): English
Published in: Soils and Foundations, , n. 4, v. 62
Page(s): 101182
DOI: 10.1016/j.sandf.2022.101182
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.2022.101182.
  • About this
    data sheet
  • Reference-ID
    10689543
  • Published on:
    13/08/2022
  • Last updated on:
    13/08/2022
 
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