Bayton, S., Elmrom, T. and Black, J.A. orcid.org/0000-0002-3529-6708 (2018) Centrifuge modelling utility pipe behaviour subject to vehicular loading. In: McNamara, A., Divall, S., Goodey, R., Taylor, N., Stallebrass, S. and Panchal, J., (eds.) Physical modelling in Geotechnics. 9th International Conference on Physical Modelling in Geotechnics, 17-20 Jul 2018, London, UK. Taylor & Francis Group , London , pp. 163-168. ISBN 978-1-138-34419-8
Abstract
Centrifuge model tests of buried flexible pipes in dry sand subjected to surface traffic loads are presented. Model pipe tests were performed at 25 gravities (25g) of a prototype pipe 355 mm in diameter. Pipe behaviour was observed for different burial depths of 0.5, 0.75, 1.0 and 1.5 m; and load eccentricities of 1 and 2 pipe diameters. Results show that pipes buried at shallower depths are subjected to significantly greater bending moments and corresponding shear stresses. When the load is applied at an eccentricity, if the pipe remains within the zone of stress influence, a comparable magnitude of maximum moment is anticipated. An initial series of 20 cycles were also carried out. Results indicate an amount of ‘locked-in’ bending moment upon unload; a phenomenon more evident for the shallower buried pipe.
Metadata
Item Type: | Proceedings Paper |
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Authors/Creators: |
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Editors: |
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Copyright, Publisher and Additional Information: | © 2018 Taylor & Francis Group. |
Dates: |
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Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield) |
Funding Information: | Funder Grant number ENGINEERING AND PHYSICAL SCIENCE RESEARCH COUNCIL (EPSRC) EP/K040316/1 |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 06 Aug 2018 11:23 |
Last Modified: | 06 Aug 2018 11:23 |
Published Version: | https://www.taylorfrancis.com/books/e/978042979768... |
Status: | Published |
Publisher: | Taylor & Francis Group |
Refereed: | Yes |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:133657 |