The front-shunt tunnel was the first tunnel of the Terminal 5 project at Heathrow to be constructed, and was the first section of sprayed-concrete-lined (SCL) tunnel to be constructed using the method known as LaserShell. This innovation represented a significant deviation from the methods previously used in SCL construction. Therefore it was subjected to a careful examination before and during construction using sophisticated 3D numerical modelling and monitoring during construction. The paper presents typical results from surface settlement levelling, inclinometers and extensometers, pressure cells and tunnel lining displacement measurements, and comments on the performance of the methods and instruments used. The paper then presents the methodology and typical results of the numerical modelling, and shows that the predictions of displacements and stresses compared well with the field measurements. In terms of the control of ground deformations and structural safety the tunnel performed well.
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June 2008
Research Article|
June 01 2008
Evaluation of innovative sprayed-concrete-lined tunnelling
B. D. Jones, MEng, EngD;
B. D. Jones, MEng, EngD
Engineering Manager
Morgan Est Plc
Rugby, UK
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A. H. Thomas, BA, PhD, CEng, MICE;
A. H. Thomas, BA, PhD, CEng, MICE
Senior Engineer
Mott MacDonald
Croydon, UK
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Y. S. Hsu, BEng, PhD, ACGI;
Y. S. Hsu, BEng, PhD, ACGI
Senior Geotechnical Engineer
Mott MacDonald
Croydon, UK
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M. Hilar, MSc, PhD, CEng, MICE
M. Hilar, MSc, PhD, CEng, MICE
Senior Tunnel Engineer
D2 Consult
Prague, Czech Republic (formerly of Mott MacDonald)
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Publisher: Emerald Publishing
Received:
August 03 2006
Accepted:
September 05 2007
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2008 Thomas Telford Ltd
2008
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2008) 161 (3): 137–149.
Article history
Received:
August 03 2006
Accepted:
September 05 2007
Citation
Jones BD, Thomas AH, Hsu YS, Hilar M (2008), "Evaluation of innovative sprayed-concrete-lined tunnelling". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 161 No. 3 pp. 137–149, doi: https://doi.org/10.1680/geng.2008.161.3.137
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