Chapter
Mar 21, 2019
Eighth International Conference on Case Histories in Geotechnical Engineering

Ultimate Limit State Design Using FEM and Advanced Soil Model—A Case History of a 30 m Deep Excavation in London

Publication: Geo-Congress 2019: Earth Retaining Structures and Geosynthetics (GSP 306)

ABSTRACT

Construction of the Western Ticket Hall at Tottenham Court Road Station (Crossrail, London, U.K.) was a critical path activity in order to prepare the underground space for the arrival of two tunnel boring machines. This has led to the implementation of the observational method design to eliminate the lowest level of temporary propping, resulting in a 13 m prop-free excavation at the bottom of the 30 m deep diaphragm wall station box. The work had led to extensive monitoring of the excavation and the retaining wall measured data is presented in this paper and used to back analyse the most probable geotechnical parameters using the hardening small strain soil model in the Plaxis finite element software. The design of this retaining structure is also used to assess the implications of the ultimate limit state design approach adopted in the U.K. under Eurocode 7 for geotechnical design using finite element method and advanced constitutive soil models.

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REFERENCES

Ellison, KC, Soga, K and Yeow, H, 2010 "Numerical modelling of hollow cylinder tests in London Clay" Proceedings of International Symposium on Deformation Characteristics of Geomaterials, Seoul, Korea, pp. 1074–1081.
Ellison, KC, Soga, K and Simpson, B. 2012 "A strain space soil model with evolving stiffness anisotropy" Géotechnique 62(7): 627–641.
Gaba, AR, Simpson, B, Powrie, W and Beadman, DR 2003 CIRIA 580: Embedded retaining walls – guidance for economic design. CIRIA (Construction Industry Research and Information Association), London, UK.
Gaba, AR, Hardy, S, Doughty, L, Powrie, W and Selemetas, D 2017 "CIRIA 760: Guidance on embedded retaining wall design."CIRIA (Construction Industry Research and Information Association), London, UK.
Gasparre, A. 2005. "Advanced Laboratory Characterisation of London Clay" PhD thesis, Imperial College London, UK.
Hight, DW, Gasparre, A, Nishimura, S, Minh, NA, Jardine, RJ and Coop, MR 2007 "Characteristics of London Clay from terminal 5 site at Heathrow airport" Géotechnique 57(1): 3–18.
Nicholson, D P, Tse, C-M and Penny, C. 1999 CIRIA 185 "The Observational Method in ground engineering – principles and applications", CIRIA (Construction Industry Research and Information Association), London, UK.
Simpson, B. 1992. “32nd Rankine Lecture: Retaining structures – displacement and design” Geotechnique, 42, 4, 539-576.
Yeow, H-C. 2014 “Ultimate limit state design using advanced BRICK model in finite element method”, Proceedings of Geotechnical Engineering, ICE, UK.
Yeow, H-C, Nicholson, D, Man, C-L, Ringer, A, Glass, P, Black, M. 2014 “The application of observational method for the Crossrail Tottenham Court Road station”, Proceedings of Deep Basement and Underground Structures, ICE, UK.
Yeow, H-C. 2015 “Ultimate limit state design of retaining wall using finite element method and advanced BRICK model”, Proceedings of the XVI ECSMGE Geotechnical Engineering for Infrastructure and Development, UK.
Yeow, HC, Coop, MR 2017 "The constitutive modelling of London Clay", Proceedings of the Institution of Civil Engineers Geotechnical Engineering 170 Issue GE13–15
Yeow, H-C. 2018 “Ultimate limit state design of retaining wall using finite element method and advanced soil models”, Accepted for publication in Numerical Methods in Geotechnical Engineering, Porto, Portugal.

Information & Authors

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Published In

Go to Geo-Congress 2019
Geo-Congress 2019: Earth Retaining Structures and Geosynthetics (GSP 306)
Pages: 68 - 81
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8208-7

History

Published online: Mar 21, 2019
Published in print: Mar 21, 2019

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Hoe C. Yeow, Ph.D. [email protected]
C.Eng
COWI U.K. Ltd., Bevis Marks House, 24 Bevis Marks, London EC3A 7JB. E-mail: [email protected]

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