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                                       Details for article 10 of 12 found articles
 
 
  Foundations bearing capacity subjected to seepage by the kinematic approach of the limit analysis
 
 
Title: Foundations bearing capacity subjected to seepage by the kinematic approach of the limit analysis
Author: Veiskarami, Mehdi
Habibagahi, Ghasem
Appeared in: Frontiers of structural and civil engineering
Paging: Volume 7 (2013) nr. 4 pages 446-455
Year: 2013
Contents:
Publisher: Springer Berlin Heidelberg, Berlin/Heidelberg
Source file: Elektronische Wetenschappelijke Tijdschriften
 
 

                             Details for article 10 of 12 found articles
 
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