The University of Southampton
University of Southampton Institutional Repository

Finite element analyses of an in situ wall propped at formation level

Powrie, W. and Li, E.S.F. (1991) Finite element analyses of an in situ wall propped at formation level Geotechnique, 41, (4), pp. 499-514. (doi:10.1680/geot.1991.41.4.499).

Record type: Article

Abstract

The use of formation-level props to support an in situ retaining wall can result in a structural system which is stiff and remote from rotational failure. However, the interaction between the wail, the soil and a continuous prop slab cannot be analysed using simple techniques. Finite element analyses have been carried out to investigate some of the factors affecting the behaviour of an in situ wall, propped at formation level, retaining 9 m of stiff overconsolidated boulder clay. This Paper describes the results of a parametric study in which the effects of soil/wall/prop stiffness and the pre-excavation earth pressure coefficient were investigated. It is found that, because the wall is very stiff, computed deformations are governed by the assumed stiffness of the soil rather than the flexura! rigidity of the wall. Bending moments in the wall are influenced significantly by the assumed pre-excavation lateral earth pressures and, to a lesser extent, by the nature of the structural connection between the wall and the permanent prop slab.

Full text not available from this repository.

More information

Published date: December 1991
Keywords: soil, retaining walls, clays, numerical modelling and analysis, diaphragm and in situ walls, structure interaction
Organisations: Civil Engineering & the Environment

Identifiers

Local EPrints ID: 74636
URI: http://eprints.soton.ac.uk/id/eprint/74636
ISSN: 0016-8505
PURE UUID: 4652c227-1c26-4535-95cc-3be11b38661c
ORCID for W. Powrie: ORCID iD orcid.org/0000-0002-2271-0826

Catalogue record

Date deposited: 11 Mar 2010
Last modified: 18 Jul 2017 23:45

Export record

Altmetrics

Download statistics

Downloads from ePrints over the past year. Other digital versions may also be available to download e.g. from the publisher's website.

View more statistics

Atom RSS 1.0 RSS 2.0

Contact ePrints Soton: eprints@soton.ac.uk

ePrints Soton supports OAI 2.0 with a base URL of http://eprints.soton.ac.uk/cgi/oai2

This repository has been built using EPrints software, developed at the University of Southampton, but available to everyone to use.

We use cookies to ensure that we give you the best experience on our website. If you continue without changing your settings, we will assume that you are happy to receive cookies on the University of Southampton website.

×