Ground movement model validation at the Heathrow Express trial tunnel

作者: B. M. New , K. H. Bowers

DOI: 10.1007/978-1-4615-2646-9_19

关键词:

摘要: Empirically based ground movement modelling techniques are now being widely applied in the design of major tunnelling projects making their validation increasingly important. The Heathrow Express Trial Tunnel was first excavation to use New Austrian Tunnelling Method (NATM) London Clay and provided an excellent opportunity both test prediction methods evaluate a variety different NATM construction sequences.

参考文章(5)
R. B. Peck, Deep Excavations and Tunnelling in Soft Ground Proceedings of the International Conference on Soil Mechanics and Foundation Engineering. ,vol. 3, pp. 225- 290 ,(1969)
A. R. Selby, J. Yeates, P. B. Attewell, SOIL MOVEMENTS INDUCED BY TUNNELLING AND THEIR EFFECTS ON PIPELINES AND STRUCTURES Chapman and Hall. ,(1986)
J P Woodman, P B Attewell, PREDICTING THE DYNAMICS OF GROUND SETTLEMENT AND ITS DERIVITIVES CAUSED BY TUNNELLING IN SOIL Ground engineering. ,vol. 15, ,(1982)
B M New, M P O'reilly, SETTLEMENTS ABOVE TUNNELS IN THE UNITED KINGDOM - THEIR MAGNITUDE AND PREDICTION Publication of: Institution of Mining and Metallurgy. ,(1982)