... of Discussion. Pmfeeaor Professor ROYAL-DAWSOinNtroduced and supplemented his h~e -Damon* Paper by showing a series of lantern-slidesillustrating the use of plotters for realigning a given curve, and analysing an existing re-alignment for comparative purposes. Pig. I showed the original alignment of a road a t...

...M A RAVENOR; SIR H JAPP; O FABER; H J FEREDAY; G S GOUGH; A L HIGGINS; SIR RAS REDMAYNE 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 OF CLAY UNDER PRESSURE. 647...

... 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...

...F G ROYAL DAWSON 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 MANCHESTER CANADA UK...

... of the phenomena. If the t,ime-settlement curve had been shown t o approach an oblique straight line, it indicated a possible motion of zone 11. There was no further information in the Paperon the geology of deeper strata, so that Mr. Krynine was obliged to believe that there was a contact (shallow) settlement...

...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...

...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 SPEED RELATIVE CURVATURE HIGHWAYS CURVES DESIGN ROADS TRANSITION LEMNISCATE VEHICLES DRIVERS...

... the Authors gave the curves of impact E.U.D.L. The hatched curves for loadings C and P were in close agreement with eachother, and a commoncoveringcurvecouldreplace the two without appreciable loss in accuracy.Thesame remark applied to loadings B and E , and likewise to loadings A and D. That led...

...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...

.... On the " Bakerloo )' line, for instance, 30 per cent. of the length consisted of curves of less than 15 chains radius, and more than 12 per cent. was of less than 7 chains radius. That indicated the difficultiesto be overcome in designing the rolling stock. Most of those curves had been put in a t a time when...

...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...

... 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...

...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...

...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...

... 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...

... of Transport. CONSTRUCTION. The standard construction adoptedfor the roadis shown in Figs. 2, Plate 3. Where space is available the distance betweenfences is 40 feet. The carriageway is 18 feet in width (except on the sharper curves, where the width has been increased), with 4-foot verges or footpaths...

... MODELLING QUAYS WALLS BERTHING CURVES ESTUARIES HYDRAULIC VELOCITY FORMULAE SILT SAND PROPAGATION CURBS CURRENTS FLOW RIVERS Proceeclings.] AND BOMBAY HARBOUR fIDAL MODEL. 91 and waves had been studied in the Bombaymodel. For that m . mxxum purpose two electric fans were mount'edon...

... SHIPS PREDICTION RESISTANCE EFFECT DIMENSIONS FRICTION FLOW PIPES TUNNELS WIND TUNNELS CURVES VALUE COEFFICIENTS ROOFS BRIDGES EXPERIMENTS INVESTIGATIONS TRANSPORT ROADS UK Extra Mebting.] STANOTNON ENGINEERING RESEARCH, 385 EXTRA MEETING. 5 May, 1931. Sir GEORGE WILLIAM...

...C E BLYTH; W T SHADDOCK; W H THORPE; A C VIVIAN; E G COKER EXPERIMENTAL METHODS APPARATUS CALCULATIONS STRESS BRIDGES FRAMES FRAMED STRUCTURES EXPERIMENTS MEMBERS RIVETED INSTRUMENTS MEASUREMENT CONCRETE ARCHES REINFORCED STRAIN CURVES NITROCELLULOSE RIVETS PHOTOELASTIC...

...W W GRIERSON; G LUBBOCK; W L LOWE BROWN; E G E BEAUMONT JAMRUD KHYBER AFGHANISTAN INDIA © Thomas Telford and ICE 1926 SURVEYS CONSTRUCTION RAILWAYS CURVES GAUGES TUNNELS BRIDGES REMOTE AREAS COSTS MOUNTAINS ROADS Proceedings.] DISCUSSION ON THE KHYBER RAILWAY...