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Analysis of the Behaviour of Very Slender Piles: Focus on the Ultimate Load

Author(s):

Medium: journal article
Language(s): en 
Published in: International Journal of Civil Engineering
DOI: 10.1007/s40999-020-00547-y
Copyright: © The Author(s)
License:

This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met.

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  • About this
    data sheet
  • Reference-ID
    10434385
  • Published on:
    11/09/2020
  • Last updated on:
    11/09/2020