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. Institution of Civil Engineers Proceedings, 90, (1), 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
ISSNs: 1753-7789 (electronic)
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: T Technology > TH Building construction
Divisions: University Structure - Pre August 2011 > School of Civil Engineering and the Environment
ePrint ID: 74994
Date Deposited: 11 Mar 2010
Last Modified: 27 Mar 2014 18:53
URI: http://eprints.soton.ac.uk/id/eprint/74994

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