...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...

...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...

...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...

...M A RAVENOR; SIR H JAPP; O FABER; H J FEREDAY; G S GOUGH; A L HIGGINS; SIR RAS REDMAYNE © Thomas Telford and ICE 1935 LAWS MASS CLAYS PRESSURE TESTS CURVES LOADS PILES BORING FORMULAE FOUNDATIONS INDURATION SETTLEMENT STRUCTURES PLASTIC SHEAR p r o c e e ~ g s . 1 MASS...

...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...

... TESTS BULBS ELASTICITY PLASTIC PILES DRIVING SOIL MECHANICS WATER CONTENT RATIOS CURVES Proceedings.1 MASS OF CLAY UNDER PRESSURE. 667 Correspondence. Mr. A. L. BELLobserved that there was much to be said for&. %U. approaching the question of pressure upon clay primarily from the c...

... 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...

... LURCH ALLOWANCE OSCILLATIONS FORCES DYNAMICS MAGNIFIERS CURVES VALUE AXLES JOINTS SLEEPERS MASS FREQUENCIES INDIA UK 388 DISCUSSION ON HAMMER-BLOW IMPACT AND [brinutes of Mr. Foxlee. synchronism. Mr. Gelson s Paperdealtwithspansup to 40 feet, and his own Paper with spans above 40...

...H W H RICHARDS © Thomas Telford and ICE 1933 STEAM ELECTRIC DIESEL TRACTION TRAINS RAILWAYS TRAFFIC SERVICES CONDITIONS LOADS SPEED DENSITY FORMATION COSTS CAPITAL RELATIVE OPERATING TRACTIVE RESISTANCE SUBURBAN TRACTORS DESIGN POWER CHARACTERISTICS CURVES...

... WHEELS CURVES TRACK CURVED LONDON MANCHESTER Proceedin~%lDISCUSSION ON RAILWAY ELECTRIFICATION. 93 Discussion. Mr. RICHARDS showeldantern-slides of four diagrams illustrating Mr. Richanb. the facts contained in Tables VII, VIII, IX, XXVII and XXVIII. The most interesting point about thefirst...

...H W SWIFT © Thomas Telford and ICE 1932 STABILITY LUBRICATING FILM BEARINGS JOURNAL EQUATIONS PRESSURE CURVES CENTRE LOADS PARTIAL APPLICATIONS DESIGN THEORY HALF BEARINGS LUBRICATION (Paper No. 4809.) The Stability of Lubricating Films in Journal Bearings. By HERBERT...

... CURVES PRESSURE ECCENTRICITY EQUATIONS VELOCITY LEAKAGE ENDS MATHEMATICS THEORY HYDRODYNAMICS Discussion. Professor GOODMANexhibited and explained a working modelProfmor to demonstrate the changes of position of ajournalrotating in Gocdmau, a lubricated bearing which occurred under changes...

...C E INGLIS © Thomas Telford and ICE 1932 IMPACT RAILWAYS BRIDGES FORMULAE MATHEMATICS OSCILLATIONS CALCULATIONS LOCOMOTIVES HAMMER BLOWS SPANS SPRINGS MOVEMENT BENDING CURVES LONG SPAN FORCES INERTIA EFFECT LOADS INCREASES MASS MEDIUM SPAN STRESS 358 INGLIS...

...M B BUXTON; J E HARRISON; A LEITCH; J B L MEEK; E G WALKER; J H WALKER; R BRUCE © Thomas Telford and ICE 1931 ROADS MOUNTAINS IMPROVEMENT HIGHWAYS RECONSTRUCTION BRIDGES ENVIRONMENT LANDSCAPE COSTS AESTHETICS BRIDGEWORKS CURVES GRADIENTS WIDTH CARRIAGEWAYS CONCRETE...

...R BRUCE © Thomas Telford and ICE 1931 ROADS MOUNTAINS CONSTRUCTION CURVES GRADIENTS REALIGNMENT REGRADING CONCRETE DRAINAGE BRIDGES IMPROVEMENT HIGHLANDS RECONSTRUCTION HIGHWAYS MOUNTAINOUS GRAMPIANS SCOTLAND GREAT NORTH RD INVERNESS PERTH HIGHLANDS UK...

... and in the harbour. That discrepancywaspronounced during the first part of the %ood and of the ebb, even a t ApolloWharf and Pir Pau ; while a t Thana the surges in the model quite masked the true form of the curve. It was not easy to say whether those were true effects in the model, or whether they were due t o...

... recording instrument was fittedtothe vehicle, which gave a continuous reading of the magnitude of the spring deflections. From theh o w n stress-deflection curve of the spring, the number of times in an hour in which a certain stress had been reached could be calculated, and a curve could be drawn...

... SURFACING MATERIALS BITUMEN SURFACES BITUMINOUS CURVES GRADIENTS SUPERELEVATION REINFORCED SLABS ALIGNMENT RAFTS RECONSTRUCTION GROUND CONDITIONS MARSHES EASEMENTS PEAT BOGS MOUNTAINOUS GRAMPIANS SCOTLAND GREAT NORTH RD INVERNESS PERTH HIGHLANDS UK Discussion...

...C E BLYTH; W T SHADDOCK; W H THORPE; A C VIVIAN; E G COKER © Thomas Telford and ICE 1930 EXPERIMENTAL METHODS APPARATUS CALCULATIONS STRESS BRIDGES FRAMES FRAMED STRUCTURES EXPERIMENTS MEMBERS RIVETED INSTRUMENTS MEASUREMENT CONCRETE ARCHES REINFORCED STRAIN CURVES...

...B H HENDERSON; V BAYLEY; H W S HUSBANDS; W A WILLOX; A J COHEN; C KIRKPATRICK © Thomas Telford and ICE 1926 NORTHERN SHAN STATES RAILWAY, BURMA CONSTRUCTION MOUNTAINS RAILWAYS LOCOMOTIVES LINES CURVES TRANSPORT MATERIALS TUNNELS COSTS QUEENSLAND BURNETT MANY PEAKS...