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Two-dimensional stability analysis of a soil slope using the finite element method and the limit equilibrium principle

Author(s):




Medium: journal article
Language(s): English
Published in: The IES Journal Part A: Civil & Structural Engineering, , n. 4, v. 8
Page(s): 251-264
DOI: 10.1080/19373260.2015.1072299
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: 10.1080/19373260.2015.1072299.
  • About this
    data sheet
  • Reference-ID
    10384484
  • Published on:
    23/11/2019
  • Last updated on:
    23/11/2019
 
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