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

Discussion. Limit equilibrium design methods for free embedded cantilever walls in granular materials
Discussion. Limit equilibrium design methods for free embedded cantilever walls in granular materials
This Paper is fairly restricted in its subject matter, but, as will be discussed later, there are implications which are common to most forms of geotechnical design. 49. The subject of the Paper is restricted to a simple wall type (Fig. 1) embedded in granular soil...
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
1753-7789
209-229
Bica, A.V.D.
e3ec5a49-5555-42db-b8d7-d87fdab0cb7f
Clayton, C.R.I.
8397d691-b35b-4d3f-a6d8-40678f233869
Symons, I.F.
38fa73db-81f7-4ea6-a666-b68c1905536a
Mair, R.J.
a94913ae-5dcb-4ccb-a2c0-dd22bb430663
Powrie, W.
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Simpson, B.
c4ca596e-fabd-401e-a9fd-d5c65fb8fc20
Gunn, M.J.
c68aa54c-0379-44c8-a3fc-f22b26f63259
Bica, A.V.D.
e3ec5a49-5555-42db-b8d7-d87fdab0cb7f
Clayton, C.R.I.
8397d691-b35b-4d3f-a6d8-40678f233869
Symons, I.F.
38fa73db-81f7-4ea6-a666-b68c1905536a
Mair, R.J.
a94913ae-5dcb-4ccb-a2c0-dd22bb430663
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
Simpson, B.
c4ca596e-fabd-401e-a9fd-d5c65fb8fc20
Gunn, M.J.
c68aa54c-0379-44c8-a3fc-f22b26f63259

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), 209-229. (doi:10.1680/iicep.1991.13049).

Record type: Article

Abstract

This Paper is fairly restricted in its subject matter, but, as will be discussed later, there are implications which are common to most forms of 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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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 C.R.I. Clayton: ORCID iD orcid.org/0000-0003-0071-8437
ORCID for W. Powrie: ORCID iD orcid.org/0000-0002-2271-0826

Catalogue record

Date deposited: 11 Mar 2010
Last modified: 14 Mar 2024 02:43

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Contributors

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

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