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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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...
|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
|Date Deposited:||11 Mar 2010|
|Last Modified:||16 Jul 2013 01:11|
|RDF:||RDF+N-Triples, RDF+N3, RDF+XML, Browse.|
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