Pseudo-static limit analysis by discontinuity layout optimization: Application to seismic analysis of retaining walls

Smith, C.C. and Cubrinovski, M. (2011) Pseudo-static limit analysis by discontinuity layout optimization: Application to seismic analysis of retaining walls. Soil Dynamics and Earthquake Engineering, 31 (10). pp. 1311-1323. ISSN 0267-7261

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Authors/Creators:
  • Smith, C.C.
  • Cubrinovski, M.
Copyright, Publisher and Additional Information: © 2011 Elsevier. This is an author produced version of a paper subsequently published in Soil Dynamics and Earthquake Engineering. Uploaded in accordance with the publisher's self-archiving policy.
Dates:
  • Published: October 2011
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: 29 Jan 2016 14:31
Last Modified: 22 Mar 2018 21:10
Published Version: http://dx.doi.org/10.1016/j.soildyn.2011.03.014
Status: Published
Publisher: Elsevier
Refereed: Yes
Identification Number: https://doi.org/10.1016/j.soildyn.2011.03.014

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