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Three-dimensional effects in the construction of a long retaining wall

Three-dimensional effects in the construction of a long retaining wall
Three-dimensional effects in the construction of a long retaining wall
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.
retaining walls, roads & highways, temporary works
1353-2618
163-173
Gourvenec, S.
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
De Moor, E.K.
fbfdf476-e79c-41bb-a5de-f39a5597484f
Gourvenec, S.
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
De Moor, E.K.
fbfdf476-e79c-41bb-a5de-f39a5597484f

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.155.3.163.38682).

Record type: Article

Abstract

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.

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More information

Published date: July 2002
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

Identifiers

Local EPrints ID: 53874
URI: http://eprints.soton.ac.uk/id/eprint/53874
ISSN: 1353-2618
PURE UUID: 22f47c00-e61e-49b5-970c-4affdb4beec5
ORCID for S. Gourvenec: ORCID iD orcid.org/0000-0002-2628-7914
ORCID for W. Powrie: ORCID iD orcid.org/0000-0002-2271-0826

Catalogue record

Date deposited: 22 Jul 2008
Last modified: 16 Mar 2024 04:31

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Contributors

Author: S. Gourvenec ORCID iD
Author: W. Powrie ORCID iD
Author: E.K. De Moor

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