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Risk Assessment of Three-Dimensional Bearing Capacity of a Circular Footing Resting on Spatially Variable Sandy Soil

Author(s):

Medium: journal article
Language(s): English
Published in: Iranian Journal of Science and Technology, Transactions of Civil Engineering, , n. 6, v. 47
Page(s): 3681-3698
DOI: 10.1007/s40996-023-01129-3
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: 10.1007/s40996-023-01129-3.
  • About this
    data sheet
  • Reference-ID
    10731387
  • Published on:
    04/08/2023
  • Last updated on:
    14/01/2024
 
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