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Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1996) 114 (5): 20–39.
Published: 01 May 1996
... and difficult for tunnelling. The glacial tills contain boulders up to 3 m in size and the chalk marl was expected to be highly fissured. Hydrostatic pressures in the till and in the marl can be as high as 5 and 8 bar respectively. 11. The preconsolidated glacial deposits are dominated byclaytill which contains...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1995) 108 (6): 13–23.
Published: 01 November 1995
...C R BAYLISS © Thomas Telford and ICE 1995 TRANSMANCHE CHANNEL TUNNEL POWER SUPPLY SYSTEMS TECHNOLOGY TUNNELS PROJECTS SAFETY LOADS LOGISTICS ENVIRONMENT ELECTRICITY GRIDS CONNECTIONS INTAKES SUBSTATIONS AUXILIARY VOLTAGE HIGH LOW DISTRIBUTION LIGHTING CABLING...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1994) 102 (5): 52–57.
Published: 01 May 1994
..., D. BouillotM, . Buzon, Ph. DumontJ,. Fermin, J.-C. Landry, P. Larive, L. LebloJ.n-Jd.,Morlot, L. Szypura, Ph. Vandebrouck andB. Vielliard H During the peak period, the precasting consisted of four 25 m long and10 m high bays, plant produced1200 m of concrete per and 540 t of superstructure...

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