Three-dimensional effects in the construction of a long retaining wall
Gourvenec, S., Powrie, W. and De Moor, E.K. (2002) Three-dimensional effects in the construction of a long retaining wall. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 155, (3), 163-173. (doi:10.1680/geng.184.108.40.206682).
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Although long retaining walls are usually analysed in the permanent condition by means of a plane strain analysis, three-dimensional effects may be significant in limiting ground movements at certain stages during construction. This is particularly true for embedded diaphragm-type retaining walls propped at formation level. In this paper, a three-dimensional finite element analysis representing a typical construction sequence for such a wall is compared with a corresponding plane strain analysis and field data from the A4/A46 Batheaston–Swainswick bypass. The results are used to assess the significance of three-dimensional effects during construction, and suggest how these can be utilised to minimise ground movements.
|Digital Object Identifier (DOI):||doi:10.1680/geng.220.127.116.11682|
|Additional Information:||Gourvenec S.M., Powrie W., De Moor E.K., (2002). "Three-dimensional effects in the construction of a long retaining wall." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 155(3), 163-173|
|Keywords:||retaining walls, roads & highways, temporary works|
|Subjects:||T Technology > TE Highway engineering. Roads and pavements
T Technology > TH Building construction
T Technology > TA Engineering (General). Civil engineering (General)
|Divisions :||University Structure - Pre August 2011 > School of Civil Engineering and the Environment
|Accepted Date and Publication Date:||
|Date Deposited:||22 Jul 2008|
|Last Modified:||31 Mar 2016 12:32|
|RDF:||RDF+N-Triples, RDF+N3, RDF+XML, Browse.|
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