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
Metadata
Item Type: | Article |
---|---|
Authors/Creators: |
|
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: |
|
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: | 10.1016/j.soildyn.2011.03.014 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:94145 |