Keywords: PRESSURE
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Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1999) 132 (6): 36–46.
Published: 01 November 1999
... ALIGNMENT INTERCHANGES TICKET HALLS SETTLEMENT ESCALATORS PLATFORMS TUNNELS TENDERS ARCHITECTS CONTRACTORS JOINT VENTURES GEOTECHNICS PILES CLAYS LONDON CLAY WOOLWICH BEDS READING BEDS SAND THANET SAND CHALK EARTH PRESSURE SOILS STRUTS SLABS DEMOLITION UNDERPINNING GROUND...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1999) 132 (4): 181–187.
Published: 01 November 1999
...H B SUTHERLAND; W J M RANKINE; SMEATON © Thomas Telford and ICE 1999 GLASGOW UNIVERSITY BIOGRAPHY ENGINEERS EARTH PRESSURE GEOTECHNICS THERMODYNAMICS SHIPS DESIGN ENGINEERING EDUCATION COURSES DEGREES SCIENCE SOCIETY HISTORY Professor William John Macquorn Rankine H...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1999) 132 (6): 26–35.
Published: 01 November 1999
...H R DAVIES The Jubilee Line Extension took the London Underground network for the first time into the difficult waterlogged sands and gravels in the south east of the capital. However, there were very few problems with the now tried-and-tested technology of earth pressure balance tunnelling...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1996) 114 (4): 150–160.
Published: 01 November 1996
... in 1995, the 1·8 km long, 8·4 m dia. tunnel has been built to accommodate double-stack container trains and replaces an existing century-old tunnel link. The concretelined tunnel was driven by one of the largest ever full-face earth pressure balance machines through soft squeezing clay with shallow cover...
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 (1994) 102 (6): 43–59.
Published: 01 January 1994
... and on being built directly against competent ground allowing the key to be inserted, expanding the liningas it was shoved into place. The main advantageof this system was that there wanso requirement for grouting or secondary liningas itcould withstand internal water pressure equivalent to1.5times...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1994) 102 (6): 60–75.
Published: 01 January 1994
... DEWATERING THANET SAND SAND THANET STABILISATION EPBM EARTH PRESSURE BALANCE MACHINES SLURRY SELECTION SPECIFICATIONS LININGS PRECAST SEGMENTS SEGMENTAL CONTRACTS FIFTH EDITION SITES SHAFTS CITIES SUPPLY WATER SUPPLY AMEC THAMES WATER UTILITIES © Thomas Telford and ICE...

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