A simplified method for predicting the settlement of circular footings on multi-layered geocell-reinforced non-cohesive soils

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A simplified method for predicting the settlement of circular footings on multi-layered geocell-reinforced non-cohesive soils

Multiple layers of geosynthetic reinforcement, placed below foundations or in the supporting layers of road pavements, can improve section performance through several mechanisms, leading to reduction in stresses and deformations. This paper aims to present a new analytical solution, based on the the...

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Bibliographic Details
Main Authors:	Moghaddas Tafreshi, S.N., Shaghaghi, T., Tavakoli Mehrjardi, Gh., Dawson, Andrew, Ghadrdan, M.
Format:	Article
Published:	Elsevier 2015
Subjects:	Geosynthetic analytical method geocell layers elastic modulus bearing pressure settlement
Online Access:	https://eprints.nottingham.ac.uk/34768/

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