Clarke, SD and Hird, CC (2013) Modelling Viscous Effects during and after Construction in London Clay. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 44 (2). 48 - 54 (7). ISSN 0046-5828
Abstract
A new approach to allow the modelling of the viscous behaviour of clay soils has recently been developed (Clarke & Hird, 2012) based on the BRICK constitutive model (Simpson, 1992). In this approach viscous effects, such as creep and stress relaxation, and the effects of strain history on soil stiffness are modelled within a single conceptual framework. The developed model, SRD (strain-rate dependent) BRICK, has been incorporated in a finite element program, allowing boundary value problems to be analysed. In this paper two case histories involving London Clay, where viscous effects possibly had an influence on the observed displacements, are back-analysed. These cases are the Jubilee Line extension at St James’s Park (Standing et al., 1996, Nyren et al., 2001) and a deep basement at Horseferry Road (May, 1975, Chapman, 1999). The results of the numerical modelling show that, in each case, the SRD BRICK model is able to achieve closer agreement with the recorded displacements when compared with the un-modified BRICK model.
Metadata
Item Type: | Article |
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Authors/Creators: |
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Keywords: | viscous effects; tunelling; excavations; creep; numerical modelling |
Dates: |
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Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield) |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 13 Aug 2013 10:25 |
Last Modified: | 15 Sep 2014 03:19 |
Published Version: | http://www.seags.ait.ac.th/48-54%20Clarke%20et%20a... |
Status: | Published |
Publisher: | Southeast Asian Geotechnical Society |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:75909 |