Performance of circular footings on sand by use of multiple-geocell or -planar geotextile reinforcing layers

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Performance of circular footings on sand by use of multiple-geocell or -planar geotextile reinforcing layers

This paper describes a series of reduced scale tests, at unit gravity, performed on circular footings supported by reinforced sand. Reinforcement by multiple layers of geocell was investigated and performance of the footing was compared to one on the same sandy soil containing multi-layered planar g...

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Bibliographic Details
Main Authors:	Moghaddas Tafreshi, S.N., Sharifi, P., Dawson, Andrew
Format:	Article
Published:	Elsevier 2016
Subjects:	Multi-layered geocell; Multi-layered geotextile; Bearing pressure; subgrade modulus; Circular footing
Online Access:	https://eprints.nottingham.ac.uk/35600/

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