Geosynthetic landfill cap stability: comparison of limit equilibrium, computational limit analysis and finite-element analyses

Belczyk, E.B. and Smith, C.C. orcid.org/0000-0002-0611-9227 (2012) Geosynthetic landfill cap stability: comparison of limit equilibrium, computational limit analysis and finite-element analyses. Geosynthetics International , 19 (2). pp. 133-146. ISSN 1072-6349

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Authors/Creators:
Copyright, Publisher and Additional Information: © 2012 Thomas Telford Ltd. Reproduced in accordance with the publisher's self-archiving policy.
Keywords: Geosynthetics; Veneer cover; Landfill Cap; Slope stability; Limit equilibrium method; Computational limit analysis; Finite-element method
Dates:
  • Published: April 2012
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Symplectic Sheffield
Date Deposited: 16 Aug 2016 12:11
Last Modified: 16 Aug 2016 12:11
Published Version: http://dx.doi.org/10.1680/gein.2012.19.2.133
Status: Published
Publisher: Thomas Telford (ICE Publishing)
Refereed: Yes
Identification Number: https://doi.org/10.1680/gein.2012.19.2.133
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