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The three-dimensional stability analysis of piled slopes in unsaturated and inhomogeneous soils with nonlinear failure criterion

Author(s): (School of Civil Engineering & Mechanics, Yanshan Univ, Qinhuangdao, China)
(School of Civil Engineering & Mechanics, Yanshan Univ, Qinhuangdao, China)
(School of Civil Engineering & Mechanics, Yanshan Univ, Qinhuangdao, China)
(School of Civil Engineering & Mechanics, Yanshan Univ, Qinhuangdao, China)
Medium: journal article
Language(s): English
Published in: European Journal of Environmental and Civil Engineering
Page(s): 1-20
DOI: 10.1080/19648189.2024.2365348
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: 10.1080/19648189.2024.2365348.
  • About this
    data sheet
  • Reference-ID
    10792403
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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