...V F BARTLETT; W H CADWELL © Thomas Telford and ICE 1935 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...

...F W D DAVIS; W MACKENZIE © Thomas Telford and ICE 1935 PORT OF LONDON AUTHORITY IMPROVEMENT WORKS PORTS DOCKS DRY EXCAVATIONS MONOLITHS INVERTS CONSTRUCTION MASS CONCRETE SUPERSTRUCTURES CULVERTS MASONRY PUMPING STATIONS JETTIES REFILLING DREDGING SURFACE...

... 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 1935 HARBOURS BRIDGES CALCULATIONS STEEL SUPERSTRUCTURES SYDNEY AUSTRALIA vi CORRIGENDA. CORRIGENDA. Vol. cxi, p. 232, line 6. For 65 read 45 Vol. 238, p. 264 :- Table I11 ( a ) ,line 5 in column 14,f o r 1.06391 read 1.06531...

... SUPERSTRUCTURES ERECTION DECKS OPEN GRABBING DIVERS CUTTING EDGES FLOODS DAMAGE MULTISPAN ISKANDAR BRIDGE PERAK MALAYA MALAYSIA ASIA 342 COALES AND CLARHSON ON ISKAIVDAR BRIDGE, [Minutes of (Paper No. 6900.) TheIskandar Bridge, Perak,Federated Malay States. By FRANCGISEORCECOALESM...

... 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...

...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...

...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...

... is intended to explain and describe the calculations of the stresses in the steel superstructure of the Sydney Harbour bridge.1 The unprecedented size of the bridge, the unusual nature of many of the problems encountered, and the indeterminate type of structure adopted (in spiteof the general simplicity...

...R V ALLIN; M NACHSEN 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 PILECAPS CAP DECKS PIPES CABLES...

... 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...

...H C E CHERRY INFLUENCE EARTHQUAKES STRUCTURAL DESIGN TECTONIC VOLCANIC ACTION EFFECT MECHANICAL MEASUREMENT FORCES DESTRUCTION VARIATIONS SEISMIC WAVES STATISTICS FOUNDATIONS STRUCTURES WALLS SUPERSTRUCTURES ISOLATED BRIDGES PIERS BUILDINGS VIBRATIONS STRESS BRICKS...

... HARBOURS SETTLEMENT SUPERSTRUCTURES FAILURES BANKS SUBMERGED UNDERWATER COUNTRIES DEVELOPING RUBBLE MOUND Proceedings.]YTANTON AND LE CLERCQ ON PORT OB VALPARAISO, 199 15 December, 1931. SirCYRIL REGINALD SUTTON KIRKPATRICK, President, in the Chair. The following Paper was submittedfor...

... of concrete was placed. The concrete was mixed intwo +cubicyard mixers placed a t opposite ends of the excavation and was fed through shoots. It was laid in 9-inch layers to an undulating profile, and, as far as possible, concreting was continued without a break. Superstructure.-The four main piers...

... withoutparticular difficulty, and allpractically intheir appointed places. 32 HINDMARSH OX TYNE COMMISSION [Jlinutes of REINFORCED-CONCRETE SUPERSTRUCTURE. Thedetails of the reinforced-concrete work were prepared by Messrs. L. G. Mouchel & Partners, Ltd., the mcthod of connecting the piling with the columns...

...T P M SOMERS GLASGOW RIVER CLYDE UK © Thomas Telford and ICE 1929 LONDON, MIDLAND & SCOTTISH RAILWAY BRIDGES DESIGN CONSTRUCTION SPANS PIPES MAINS STRUCTURES TEMPORARY STAGING RIVERS PIERS CAISSONS ABUTMENTS BEAMS SUPERSTRUCTURES MATERIALS PLANT...

...W J DOAK; P L PRATLEY BRIDGES CONSTRUCTION BEARINGS PIERS SPANS TEMPERATURE SHRINKAGE STRESS REINFORCED CONCRETE COSTS SUPERSTRUCTURES ABUTMENTS CYLINDERS GLASGOW UK Correspondence. \v.M Do&. Mr. J. DOAKobserved that it was gratifying t.0 see a structure designed...

...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...

...K B TURNER; R E WALSH RECONSTRUCTION RAILWAYS SWING BRIDGES FOUNDATIONS CAISSONS PIVOTS PIERS GIRDERS SINKING COMPRESSED AIR PLANTS EQUIPMENT SUPERSTRUCTURES FIXED SPANS WEDGES BOLTS RAILS DETECTORS PERMANENT WAY CONTROL SIGNALS ERECTION IPSWICH GREAT YARMOUTH ST...