...D ANDERSON; C GRIBBLE; A J LYDDON; F W THOMPSON; T H WEBSTER; W P HALDANE; G ROBERTS; J A K HAMILTON; J T GRAVES BRIDGES RIVERS DESIGN SPANS VERTICAL LIFTING LOADING LOADS RAILWAYS FOUNDATIONS ROTINOFF CYLINDERS WELDED CONSTRUCTION ERECTION COSTS SINKING ECONOMICS ROPES...

...M G PLATTS HYDROELECTRIC DEVELOPMENT ELECTRIFICATION HYDROELECTRICITY WATER POWER COUNTRIES DEVELOPING RIVERS RAINFALL RUNOFF MONSOONS CATCHMENTS REGULATION STORAGE EVAPORATION ABSORPTION LOSS RESERVOIRS FLOODS DISCHARGES DESIGN WORKS INTAKES DIVERSION WEIRS FLUMES...

...W F ADAMS; H ADDISON; A J H CLAYTON; E H CORNELIUS; W DAY; W J DOAK; J J LEEMING; D T LLOYD JONES; D T L JONES; W MACGREGOR; W H R NIMMO; O R OPIE; G F URQUHART; F G ROYAL DAWSON; CRISW © Thomas Telford and ICE 1935 SPEED RELATIVE CURVATURE HIGHWAYS CURVES DESIGN ROADS TRANSITION...

... TUNNELS DESIGN ARCHITECTURE POWER HOUSES PILES COFFERDAMS GAS WASHING PUMPS PRESSURE LOCATION EXCAVATING EXCAVATING SCREENING CHAMBERS DUNSTON BATTERSEA NEWCASTLE LONDON UK 96 DISCUSSION ON NEW DUNSTON AND [Minutes of Discussion. The Authors. The AUTHORSexhibitedanumber...

...H CRISWELL © Thomas Telford and ICE 1935 HIGHWAYS CURVES DESIGN ANGLES DEVIATION TRANSITION ROADS GRADIENTS BANKING SUPERELEVATION ALIGNMENT WIDENING CARRIAGEWAYS BENDS 152 CRISWELL ON HIGHWAY-CURVE DESIGN. [hfinutes of (Paper No. 4990.) Aspects of Highway-Curve Design...

.... In design and methods of construction the Chenderohhydro-electric station resembled theWaitaki scheme which had recently been put into operation in New Zealand.The large floods to which the Perak river was subject, and the resulting problems of water-control, dam-design and power-station and tail- race...

...E J BUCKTON; SIR C KIRKPATRICK; W T HALCROW; SIR L SAVILE; FMG DU PLAT TAYLOR; B CUNNINGHAM; C T GARDNER; W R G TAYLOR © Thomas Telford and ICE 1935 CONSTRUCTION HARBOURS DEVELOPMENT PORTS BREAKWATERS PILES SCREWS CYLINDERS SCREWPILES WHARVES DESIGN BORERS PIDDOCK PHOLAS...

... paving throughout and designed to be overtopped in flood and, owing to a rather low formation-level, traffic a t each of them suffers considerable interruption in therainy season. The bridge a t Mandla consisted originally of eighty spans of 20 feet constructed of lime concrete. It was seriously damaged...

... ARCHITECTS ENGINEERS FOUNDATIONS LOADING FLOODS LEVELS ARCHES SCOUR COFFERDAMS PIERS DEMOLITION WROUGHT IRON LOADS STRESS DESIGN METHODS SINKING CAISSONS CAUSEWAYS DEPTH CURVES GRADES COSTS PIERS CLAYS LONDON CLAY LAMBETH BRIDGE LONDON THAMES NERBUDDA BRIDGE JUBBULPORE...

...T C FRAMPTON © Thomas Telford and ICE 1935 MEIK & HALCROW PAULING DEVELOPMENT CONSTRUCTION PORTS HARBOURS IMPROVEMENT WORKS DESIGN WHARVES EXTENSIONS SHEDS FOUNDATIONS RETAINING EMBANKMENTS TEREDO BORERS STEEL SCREWS CYLINDERS DEEP WATER SCREWPILES PILES...

... DEVELOPING DESIGN WORKS FAILURES DAMS COFFERDAMS BERTHING STEEL SHEETPILING EXTRACTION PILES SCREWS CYLINDERS SCREWING REMOVAL © Thomas Telford and ICE 1935 630 CORRESPONDENCEON HAIFA HARBOURT, HE PORT [blinutes of Mr. Buckton. charged against thejobhad proved verysuitable...

...E J BUCKTON CONSTRUCTION HARBOURS LAYOUT DESIGN PLANT SITES SURVEYS SITE INVESTIGATION WORKS BREAKWATERS WHARVES OIL DOCKS WALLS DREDGING RECLAMATION BORERS TEREDO PIDDOCK PHOLAS COSTS QUARRIES EXPLOSIVES HAIFA PALESTINE ISRAEL MIDDLE EAST © Thomas...

...F G ROYAL DAWSON; H GRISWELL; SIR C H BRESSEY; F C COOK; R APPLEYARD; E L LEEMING; G H MILES; H V OVERFIELD; R CARPMAEL; SIR G HEARN; J N D LA TOUCHE; H W S HUSBANDS; G T BENNETT; LYDDON; CRISWELL © Thomas Telford and ICE 1935 SPEED RELATIVE CURVATURE HIGHWAYS CURVES DESIGN ROADS...

...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 G ROYAL DAWSON © Thomas Telford and ICE 1935 SPEED RELATIVE CURVATURE ROADS CURVES DESIGN HIGHWAYS TRANSITION TURNING SWERVING VEHICLES WORKING TRAFFIC VALUE ARC CIRCULAR SUPERELEVATION CHORDS FORMULAE CAMBER BANKING SAFETY TORONTO REDCLYFFE BARTON...

... 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...

...F G COALES; C H CLARKSON © Thomas Telford and ICE 1935 PERAK PUBLIC WORKS DEPT JAMES CRAIG LTD BRIDGES RIVERS ROADS COUNTRIES DEVELOPING DESIGN SPANS ARCHES STEELWORK ABUTMENTS PIERS CONSTRUCTION CONCRETE GRANITE AGGREGATES CAISSONS SINKING CYLINDERS HEARTING...

...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 E HOLMSTROM; K J H EVANS; C D C BRAINE; T H WEBSTER; J S WILSON; SIR DALRYMPLE HAY; SIR H D HAY; L E HAWKINS; C I ROBINSON; F G COALES © Thomas Telford and ICE 1935 BRIDGES CAISSONS WELLS FOUNDATIONS CONCRETE HEARTING DESIGN METHODS DIVERS PIERS BORING CUTTING EDGES...

... SHORT FORMULAE SPRINGS TRAINS STRINGERS MATHEMATICS STRESS METHODS LURCHING TESTS ALLOWANCE OSCILLATIONS DESIGNERS DESIGN JOINTS LOADING CONDITIONS VECTORS DIAGRAMS LONG SPAN DAMPING LINEAR SPEED CENTRAL DYNAMICS DEFLECTION LOCOMOTIVES INDIA UK 356 DISCUBSION...