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Discussion. Limit equilibrium design methods for free embedded cantilever walls in granular materials

Record type: Article

This Paper is fairly restricted in its subject matter, but, as will be discussed later, there areimplications which are common to most formsof geotechnical design. 49. The subject of the Paper is restricted to a simple wall type (Fig. 1) embedded in granular soil...

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Citation

Bica, A.V.D., Clayton, C.R.I., Symons, I.F., Mair, R.J., Powrie, W., Simpson, B. and Gunn, M.J. (1991) Discussion. Limit equilibrium design methods for free embedded cantilever walls in granular materials Proceedings of the Institution of Civil Engineers, 90, (1), pp. 209-229. (doi:10.1680/iicep.1991.13049).

More information

Published date: 1991
Venue - Dates: Proceedings of the I.C.E., vol.90, Part 1, 1991-01-01
Keywords: walls, free, embedded, collapse, penetration, safety, models, tests, materials, failures, limit equilibrium, cantilever, experiments, conditions, moments, depth, diaphragm, calculations, geotechnics, methods, design, granular, bending, equilibrium, centrifuges, prediction, retaining, modelling

Identifiers

Local EPrints ID: 74994
URI: http://eprints.soton.ac.uk/id/eprint/74994
ISSN: 1753-7789
PURE UUID: 486b3ad5-2919-4489-b24a-4db5232b3359
ORCID for W. Powrie: ORCID iD orcid.org/0000-0002-2271-0826

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Date deposited: 11 Mar 2010
Last modified: 18 Jul 2017 23:44

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Contributors

Author: A.V.D. Bica
Author: C.R.I. Clayton
Author: I.F. Symons
Author: R.J. Mair
Author: W. Powrie ORCID iD
Author: B. Simpson
Author: M.J. Gunn

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