0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Use of internal and external variables and extremum principle in limit equilibrium formulations with application to bearing capacity and slope stability problems

Author(s):



Medium: journal article
Language(s): English
Published in: Soils and Foundations, , n. 1, v. 53
Page(s): 130-143
DOI: 10.1016/j.sandf.2012.12.009
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: 10.1016/j.sandf.2012.12.009.
  • About this
    data sheet
  • Reference-ID
    10537989
  • Published on:
    01/01/2021
  • Last updated on:
    19/02/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine