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Analysis of in situ retaining walls propped at formation level

Analysis of in situ retaining walls propped at formation level
Analysis of in situ retaining walls propped at formation level
The use of formation level props to support an embedded cantilever retaining wall can be advantageous in terms of minimizing thedepth of embedment required for stability/ serviceability. This type of wall is being used increasingly for grade-separated interchanges in connection with road improvement schemes in urban areas. Unfortunately, the analysis of these structures is not straightforward: indeed, they are specifically excluded from the ambit of CIRIA Report 1 0 4 on the design of retaining walls embedded in stiff clay...

0020-3262
853-873
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
Li, E.S.F.
37184ea6-2cad-4e7a-a377-c2eace1b68b1
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
Li, E.S.F.
37184ea6-2cad-4e7a-a377-c2eace1b68b1

Powrie, W. and Li, E.S.F. (1991) Analysis of in situ retaining walls propped at formation level. Proceedings of the Institution of Civil Engineers, 91 (4), 853-873. (doi:10.1680/iicep.1991.17493).

Record type: Article

Abstract

The use of formation level props to support an embedded cantilever retaining wall can be advantageous in terms of minimizing thedepth of embedment required for stability/ serviceability. This type of wall is being used increasingly for grade-separated interchanges in connection with road improvement schemes in urban areas. Unfortunately, the analysis of these structures is not straightforward: indeed, they are specifically excluded from the ambit of CIRIA Report 1 0 4 on the design of retaining walls embedded in stiff clay...

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Published date: December 1991

Identifiers

Local EPrints ID: 75655
URI: http://eprints.soton.ac.uk/id/eprint/75655
DOI: doi:10.1680/iicep.1991.17493
ISSN: 0020-3262
PURE UUID: fa532a2c-89e2-4954-9724-6a81f6e36cd0
ORCID for W. Powrie: ORCID iD orcid.org/0000-0002-2271-0826

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Date deposited: 11 Mar 2010
Last modified: 14 Mar 2024 02:38

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Contributors

Author: W. Powrie ORCID iD
Author: E.S.F. Li

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