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Foundations bearing capacity subjected to seepage by the kinematic approach of the limit analysis

Author(s):

Medium: journal article
Language(s): English
Published in: Frontiers of Structural and Civil Engineering, , n. 4, v. 7
Page(s): 446-455
DOI: 10.1007/s11709-013-0227-5
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/s11709-013-0227-5.
  • About this
    data sheet
  • Reference-ID
    10183185
  • Published on:
    04/12/2018
  • Last updated on:
    04/12/2018
 
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