Keywords: KEELS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1972) 51 (2): 269–294.
Published: 01 February 1972
...K ROSS; WJH RENNIE; PA COX RENDEL PALMER AND TRITTON BELFAST HARBOUR COMMISIONERS CHARLES BRAND DRY FLOORS SHEETPILING SLABS GATES SERVICES ELECTRICAL PILING APRONS TUNNELS PRICES CONTRACTORS DOCKS DESIGN REINFORCED ANCHORED WALLS SERVICE SILLS PUMPS KEELS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1970) 46 (1): 21–53.
Published: 01 May 1970
... KEELS STEEL WINCHES HOBART TASMANIA AUSTRALIA 7267 Some aspects of the design of large slipways J. R. TUBB. B S c ( E n g ) ,A C G I ,M I E ( A u s t ) The Paper describes the design and construction of a 1200 ton capacity slipway for the Marine Boardof Hobart. The landward...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1963) 26 (4): 513–548.
Published: 01 December 1963
... design. The strength advantages of the thick floor and the possibility of corrosion of the anchorsalso influenced the final decision. DESIGONF FLOOR 18. The load on the keel blocks for which the dockfloor was to be designed was 100 tonsperfootrun. It wassuggestedby naval architects, however...
Journal Articles
Proceedings of the Institution of Civil Engineers (1962) 23 (3): 465–476.
Published: 01 November 1962
...J READ; J H JELLETT; P F STOTT; J W DAGLEISH; F S JACKSON; D H LITTLE; H S WADDINGTON; G P MARTIN; W H J DOBSON; F W D DAVIS © Thomas Telford and ICE 1962 DEVELOPMENT MODERN DRY DOCKS EQUIPMENT SHIPS REPAIRS CAISSONS REINFORCED CONCRETE VESSELS BLOCKS KEELS HANDRAILS GATES...

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