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Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles

Author(s):

Medium: journal article
Language(s): English
Published in: Iranian Journal of Science and Technology, Transactions of Civil Engineering, , n. 3, v. 44
Page(s): 949-958
DOI: 10.1007/s40996-019-00284-w
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/s40996-019-00284-w.
  • About this
    data sheet
  • Reference-ID
    10315031
  • Published on:
    28/06/2019
  • Last updated on:
    22/06/2020
 
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