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


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).

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Description/Abstract

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...

Item Type: Article
Digital Object Identifier (DOI): doi:10.1680/iicep.1991.13049
ISSNs: 1753-7789 (print)
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
Subjects:
ePrint ID: 74994
Date :
Date Event
1991Published
Date Deposited: 11 Mar 2010
Last Modified: 18 Apr 2017 20:44
Further Information:Google Scholar
URI: http://eprints.soton.ac.uk/id/eprint/74994

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