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1-3 of 3
Keywords: HEIGHTENING
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Journal Articles
D E GLOVER, E NEWTON, H M DALE, T R BROWN, J H JELLETT, D A KERENSKY, G W SMITH, I S S GREEVES, T E COOK, G B GODFREY, M A R DAVIS, D JONES, F W D DAVIS, E H VICK, J MENZIES
Proceedings of the Institution of Civil Engineers (1961) 18 (1): 97–109.
Published: 01 January 1961
... SHEDS BRIDGES STEELWORK HEIGHTENING BRIDGEWORKS WIDENING SHIPS VESSELS DEMOLITION WALLS COFFERDAMS TRANSIT LARGE SPANS TUBES PILES SHEETPILING STEEL PASSAGES BERTHING SEWERS SIPHONS GAUGES SURREY DOCKS ROYAL DOCKS THAMES LONDON CANADA DOCK GREENLAND DOCK CONNAUGHT ROAD...
Journal Articles
J M L BOGLE, R M ROSS, T MCMILLAN, J A BANKS, G A R SHEPPARD, G C WILSON, R FREER, A C ALLEN, W K LEWIS, W MCCREADY, C M ROBERTS, J GUTHRIE BROWN, J G BROWN, C F LAPWORTH, E A SHAW, H V WILLIAMS, ROS
Proceedings of the Institution of Civil Engineers (1959) 13 (4): 601–630.
Published: 01 August 1959
... the possibilities of heightening the Howden Dam and had decided that prestressing was the answer. They had actually put down a cable in the dam. The hole was 16-in.in diameter and the boring through the old masonry of the dam to a depth of 102ft had cost about 93s 64ft. For the Avon Dam theactual cost of leaving...
Journal Articles
MORRIS, R C S WALTERS, C M ROBERTS, A J HARRIS, J WIDDOWSON, H ADDISON, C B BARLOW, A C BUCK, J M L BOGLE, J S SHIPWAY
Proceedings of the Institution of Civil Engineers (1956) 5 (1): 48–55.
Published: 01 January 1956
... 8 project for heightening an important dam in the Midlands by about 45 ft, about 26% of the present height above the foundation. I n the case of Steenbras, the heightening wasG to 7%, which was muchmorc modest. It was hopedin the Midlands to have a trial run with a single boreholeright through...
