The term ‘blinding' is used to describe the thin layer of unreinforced over-site concrete used to protect the base of excavations during construction. Blinding is not generally considered a structural element even though it clearly provides some temporary lateral support to the retaining walls of excavations. The authors have previously shown that enhanced blinding can be used to prop retaining walls in cut-and-cover excavations during construction prior to the completion of the base slab. This paper describes a series of laboratory tests carried out to investigate the effect of concrete creep on the axial resistance of blinding struts. The tests show that blinding can creep to failure if the sustained load exceeds a critical value that depends on the imperfection amplitude and profile as well as the strut thickness. The test results are used to validate a numerical model which is then used to carry out a series of parametric studies on full-scale blinding struts.
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December 2012
Research Article|
December 01 2012
Blinding struts underlong-term loading
Jeanette M. Abela;
Jeanette M. Abela
Research assistant, Department of Civil and Environmental Engineering, Imperial College London, London, UK
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Robert L. Vollum;
Robert L. Vollum
Reader, Department of Civil and Environmental Engineering, Imperial College London, London, UK
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Bassam A. Izzuddin;
Bassam A. Izzuddin
Professor, Department of Civil and Environmental Engineering, Imperial College London, London, UK
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David M. Potts
David M. Potts
Professor, Department of Civil and Environmental Engineering, Imperial College London, London, UK
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Publisher: Emerald Publishing
Revision Received:
January 04 2012
Revision Requested:
May 31 2012
Accepted:
June 07 2012
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2012
Magazine of Concrete Research (2012) 64 (12): 1123–1134.
Article history
Revision Received:
January 04 2012
Revision Requested:
May 31 2012
Accepted:
June 07 2012
Citation
Abela JM, Vollum RL, Izzuddin BA, Potts DM (2012), "Blinding struts underlong-term loading". Magazine of Concrete Research, Vol. 64 No. 12 pp. 1123–1134, doi: https://doi.org/10.1680/macr.12.00008
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