Centrifuge modelling of embedded retaining walls with stabilising bases
Powrie, W. and Daly, M.P. (2007) Centrifuge modelling of embedded retaining walls with stabilising bases. Géotechnique, 57, (6), 485-497. (doi:10.1680/geot.2007.57.6.485).
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Embedded retaining walls are sometimes supported by means of a rigid platform or stabilising base projecting in front of the wall at formation level. This form of construction is useful where props reacting against a retaining wall on the opposite side of the excavation cannot be installed. The potential mechanisms of collapse of an embedded wall with the stabilising base in place are not well understood. In this paper, the results of four centrifuge model tests on stablising base retaining walls of two different embedment depths in two different types of soil are presented, and shown to be consistent with the results of an approximate limit equilibrium type stress analysis.
|Digital Object Identifier (DOI):||doi:10.1680/geot.2007.57.6.485|
|Keywords:||basements, centrifuge modelling, diaphragm and in situ walls, earth pressure, limit equilibrium methods, retaining walls|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Divisions:||University Structure - Pre August 2011 > School of Civil Engineering and the Environment
|Date Deposited:||29 Oct 2007|
|Last Modified:||06 Aug 2015 02:40|
|RDF:||RDF+N-Triples, RDF+N3, RDF+XML, Browse.|
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