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(2015) A simplified method for predicting the settlement of circular footings on multi-layered geocell-reinforced non-cohesive soils. Geotextiles and Geomembranes, 43 (4). pp. 332-344. ISSN 02661144Access from the University of Nottingham repository: http://eprints.nottingham.ac.uk/34768/1/A%20simplified%20method%20for%20predicting %20the%20settlement%20of%20circular%20footings%20on%20multi-layered%20geocell-reinforced%20non-cohesive%20soils.pdf Copyright and reuse:The Nottingham ePrints service makes this work by researchers of the University of Nottingham available open access under the following conditions. This article is made available under the Creative Commons Attribution Non-commercial No Derivatives licence and may be reused according to the conditions of the licence. For more details see: http://creativecommons.org/licenses/by-nc-nd/2.5/ A note on versions:The version presented here may differ from the published version or from the version of record. If you wish to cite this item you are advised to consult the publisher's version. Please see the repository url above for details on accessing the published version and note that access may require a subscription. 32In the last decades, due to its cost savings, ease of construction and ability to improve the visual appearance, 33 geosynthetic reinforced soil has been significantly exploited in geotechnical engineering applications such as 34 road construction, railway embankments, lifeline provision, stabilization of slopes, and improvement of soft 35 foundation beds (e.g., Collin et al., 1996;Raymond, 2002; Hufenus et al., 2006;Dash et al., 2007; Bathurst et al., 36 2009;Madhavi Latha and Somwanshi, 2009a; Zhang et al., 2009; Ling et al., 2009;Palmeira and Andrade, 2010; 37 Boushehrian et al., 2011; Lambert et al., 2011; Yang et al. 2012; Thakur et al., 2012; 38 Tavakoli