Finite element analysis of construction sequences for propped retaining walls
Finite element analysis of construction sequences for propped retaining walls
A series of finite element analyses has been carried out, in which the effects of the construction sequence and pre-excavation lateral earth pressures on the behaviour of an in-situ retaining wall propped at both crest and formation level in a clay soil were investigated. Three sequences of construction were considered: excavation in open cut with a temporary prop at approximately mid-depth; top down construction with a temporary prop at mid-depth: and topdown construction with no temporary prop...
& more...
207-216
Richards, D.J.
a58ea81e-443d-4dab-8d97-55d76a43d57e
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
1994
Richards, D.J.
a58ea81e-443d-4dab-8d97-55d76a43d57e
Powrie, W.
600c3f02-00f8-4486-ae4b-b4fc8ec77c3c
Richards, D.J. and Powrie, W.
(1994)
Finite element analysis of construction sequences for propped retaining walls.
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 107 (4), .
(doi:10.1680/igeng.1994.26962).
Abstract
A series of finite element analyses has been carried out, in which the effects of the construction sequence and pre-excavation lateral earth pressures on the behaviour of an in-situ retaining wall propped at both crest and formation level in a clay soil were investigated. Three sequences of construction were considered: excavation in open cut with a temporary prop at approximately mid-depth; top down construction with a temporary prop at mid-depth: and topdown construction with no temporary prop...
& more...
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Published date: 1994
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Local EPrints ID: 75710
URI: http://eprints.soton.ac.uk/id/eprint/75710
ISSN: 1353-2618
PURE UUID: fd5be447-8e08-44a0-b000-2ed36b7f8ae2
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Date deposited: 11 Mar 2010
Last modified: 14 Mar 2024 02:38
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