... PILES FOUNDATIONS SUPERSTRUCTURES BUILDINGS BOILER HOUSES STEELWORK TURBINE HOUSES COAL BUNKERS SWITCH HOUSES CHIMNEYS TOWERS FABRICATION ERECTION GAS WASHING CONVEYORS STORAGE ASH HANDLING PLANT TRIALS HOLES BATTERSEA LONDON UK Proceedings.] BERRY AND DEAN...

...J D ATKINSON; E D KIBBLE; F G COALES; C H CLARKSON; F W STEPHEN © Thomas Telford and ICE 1935 BRIDGES GIRDERS PIERS FLOODS SUPERSTRUCTURES COSTS ROLLERS DECKS ISKANDAR BRIDGE PERAK RIVER NILE KHEDIVE ISMAIL MALAYA MALAYSIA ASIA EGYPT AFRICA Proceedings.] N E...

... to 6 feet by a layer of very decomposed granite, which was taken out in the dry. The caisson was hearted by the end of July, 1930, and the pier completed by September, 1930. SUPERSTRUCTURE. The steelwork forming the superstructure was delivered by the PublicWorks Department on to the site...

...W P HALDANE; G ROBERTS © Thomas Telford and ICE 1935 MOTT HAY & ANDERSON DORMAN LONG BRIDGES DECKS GIRDERS ROTINOFF PROCESS SPANS DESIGN RAILWAYS ROADS STEELWORK PILES FOUNDATIONS CYLINDERS SUPERSTRUCTURES LOADING CALCULATIONS LOADS STRUTS PIERS WELDING...

... HARBOURS BRIDGES CALCULATIONS STEEL SUPERSTRUCTURES ...

...V F BARTLETT; W H CADWELL C S ALLOTT LONDON POWER COMPANY COALING JETTIES CIRCULATION WATER SYSTEMS CABLES TUNNELS POWER STATIONS WORKS COOLING DESIGN SUPERSTRUCTURES FENDERS SCREENS DREDGING CONSTRUCTION CHAMBERS INTAKES CULVERTS SUCTION OUTLETS SHAFTS PASSAGES...

... increased the flow and tended to bring in large quantities of sand, jeopardizing the safety of adjacent works. Mass Concrete in Superstructures.-Although partial dismantling and breaking-down of monoliths, as well as the cutting of openings for culverts, etc., hadto be resorted toin manysituations...

... LAYOUT DESIGN SUPERSTRUCTURES TIDES FOUNDATIONS INTAKES PILES OUTLETS DRIVING PROBLEMS PUMPHOUSES MAINS RIVERS SHIPS BERTHING STRESS DUNSTON NEWCASTLE BATTERSEA LONDON UK Proceedings.] BATTERSEA POWER-BTATIONS. 113 Correspondence. Mr. T. F. BURNSobserved, with reference...

...J F PAIN; G ROBERTS © Thomas Telford and ICE 1934 HARBOURS BRIDGES CALCULATIONS STEEL SUPERSTRUCTURES STRESS STRUCTURES ELASTIC PROPERTIES MEMBERS HINGES ARCHES TWO HINGED LOADS SPECIFICATIONS DEAD LIVE IMPACT WIND DECKS PORTAL METHODS LATERAL EQUATIONS TEMPERATURE...

...R V ALLIN; M NACHSEN © Thomas Telford and ICE 1933 KIRKPATRICK FORD MOTOR COMPANY JOHN MOWLEM POWER HOUSES FOUNDATIONS CIRCULATION WATER TUNNELS FACTORIES WORKS SUPERSTRUCTURES PLANT SITES RIVERS BOILER HOUSES PREPARATION REFUSE SWITCH HOUSES PILES LOADS...

...H C E CHERRY © Thomas Telford and ICE 1933 INFLUENCE EARTHQUAKES STRUCTURAL DESIGN TECTONIC VOLCANIC ACTION EFFECT MECHANICAL MEASUREMENT FORCES DESTRUCTION VARIATIONS SEISMIC WAVES STATISTICS FOUNDATIONS STRUCTURES WALLS SUPERSTRUCTURES ISOLATED BRIDGES PIERS...

... GIRDERS FABRICATION ERECTION ELIMINATION SECONDARY STRESS INTERCHANGEABILITY WEIGHT SPANS SUPERSTRUCTURES FLOTATION COSTS BORING PROBLEMS PUMPING PLANT PUMPS SKIN FRICTION STEEL PRESSURE WELLS STRAIGHTENING LABOUR INDIGENOUS WILLINGDON CALCUTTA RIVER HOOGLY INDIA...

... 4). When the previous Paper was writtenthe whole of the works included in the first contract wit,h Messrs. S. Pearson and Son, Ltd., had been completed, with the exception of the mooring-jetty superstructure, the Fiscal quay, and parts of the yards and lay-out,. Themooring-jetty superstructure had...

...R F HINDMARSH TYNE IMPROVEMENT COMMISSION BRIMS HOLLOWAY QUAYS BERTHING RIVERS WALLS STEEL SHEETPILING PILES ANCHORS BLOCKS DREDGING CYLINDERS PILING REINFORCED CONCRETE SUPERSTRUCTURES TIMBER ROUNDHEADS FENDERS BOLLARDS CAPSTANS TRANSIT SHEDS RAILWAYS ROADS...

...W T EVERALL © Thomas Telford and ICE 1930 RENDEL PALMER & TRITTON INDIAN STATE RAILWAYS RECONSTRUCTION BRIDGES RIVERS RAILWAYS DEFECTS GIRDERS STRESS RECORDERS PIERS FOUNDATIONS SUPERSTRUCTURES CONSTRUCTION COFFERDAMS REMODELLING CRANES ERECTION METHODS LIVE...

...J H NICHOLSON © Thomas Telford and ICE 1929 LONDON & NORTH EASTERN RAILWAY COMPANY RECONSTRUCTION PIERS HISTORY TIMBER LAYOUT CYLINDERS FOUNDATIONS METHODS SINKING STEEL SUPERSTRUCTURES ERECTION STEELWORK CONCRETE LOADS STRESS STATIONS BUILDINGS DECKS WAYBEAMS...

...H CUNNINGHAM; E LATHAM; P L PRATLEY © Thomas Telford and ICE 1929 RECONSTRUCTION PIERS STEEL SUPERSTRUCTURES CONCRETE ENCASED DESIGN REINFORCED COSTS SINKING CYLINDERS PILED PILES STRUCTURES CORROSION STEELWORK PROTECTION NEW HOLLAND PIER UK 148...

..., which reduced the problem t o that of abeamdesign, of eitherthe single span or continuous variety. Owing to the small constructional depthsavailable a t the centres of the spans, a continuous beam was found to be the best practicablseolution. Theadoption of a bridge-superstructure having continuous...

...W J DOAK; P L PRATLEY © Thomas Telford and ICE 1929 BRIDGES CONSTRUCTION BEARINGS PIERS SPANS TEMPERATURE SHRINKAGE STRESS REINFORCED CONCRETE COSTS SUPERSTRUCTURES ABUTMENTS CYLINDERS GLASGOW UK Correspondence. \v.M Do&. Mr. J. DOAKobserved...

... the generator in case of failure of the battery. ERECTIOONF SUPERSTRUCTURE. The deck spans for the approaches on either side were delivered in complete units for each track andwere placed in position by cranes working from the abutments and travelling on temporarytracks placed on the girders as thework...