Fuentes, R orcid.org/0000-0001-8617-7381, Pillai, A and Devriendt, M (2010) Short term three dimensional back-analysis of the One New Change basement in London. In: Benz, T and Nordal, S, (eds.) Numerical Methods in Geotechnical Engineering - Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering. 7th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE) 2010, 02-04 Jun 2010, Trondheim, Norway. Taylor & Francis , pp. 741-746. ISBN 9780429206191
Abstract
This paper presents the results of a three dimensional back-analysis in the short term with the aim to validate the soil parameters used in the BRICK model. The comparison has been made between the results of the numerical analysis and the field measurements obtained on site during the works. An additional comparison between detailed modelling and simplified sequences is presented. Finally a LS-DYNA tool to model bearing piles as embedded beams using beam elements is presented. The results of this work have provided increased confidence in the new BRICK model parameters. Furthermore, the conclusions and lessons learnt in using the new system of pile modelling, as well as the construction sequence used, provide valuable information for their application in future projects and research work.
Metadata
Item Type: | Proceedings Paper |
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Authors/Creators: |
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Dates: |
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Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 05 Mar 2020 17:15 |
Last Modified: | 05 Mar 2020 17:15 |
Status: | Published |
Publisher: | Taylor & Francis |
Identification Number: | 10.1201/b10551 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:158013 |