...F AUGHTIE; R G C BATSON; A F C BROWN IMPACT WHEELS ROADS RESEARCH TYRES EFFECT DAMAGE GROUND VIBRATIONS AXLES LOADS EXPERIMENTS MEASUREMENT FORCES ACCELEROMETERS INSTRUMENTS SURFACES INSTRUMENTATION TRACTIVE RESISTANCE GAUGES SOLID NATIONAL PHYSICAL LABORATORY ©...

...SIR R HADFIELD; W H R NIMMO; C B NIXON; L W TELLER; J A BUCHANAN; F AUGHTIE; R G C BATSON; A F C BROWN © Thomas Telford and ICE 1934 IMPACT WHEELS ROADS TYRES EXPERIMENTS CARS LOADS SURFACES AXLES VEHICLES PAVEMENTS FAILURES Proc0edingrr.J WHEELS ON ROADS. 87 impact...

... not propose t o refer to the method of test which had been evolved by the Authors for their experiments, which were extremely thorough, and therefore spoke for themselves, but he did suggest that there was still another possible line of attack, namely, by means of a single road wheel either attached through...

...R W FOXLEE; E H GREET © Thomas Telford and ICE 1934 IMPACT GIRDERS MAIN RAILWAYS BRIDGES PRESSURE HAMMER BLOWS FLUCTUATION PRESSURE RAILS WHEELS LOCOMOTIVES LOADS OSCILLATIONS CHARACTERISTICS STRESS FREQUENCIES STRESS FORMULAE SKIDDING DYNAMICS DEFLECTION MULTIPLIERS...

... 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...

... smallwheels, two in each bay, each wheel being sprung withcalibrated springs. The rail-bearers of the service span were made of pairs of channels back to back (Figs. 7, Plate 9). At the centre of each bay another channel was riveted vertically between these and formed the fulcrum of a lever, at one end...

... than a million strain-measurementsunder vehicles stationaryandin motion, had shown beyond doubt that the rail acted neither as a simple beamnor as acontinuous girder supported on the sleepers and loaded by the wheels. It was much more correct to say that therail acted as a continuous girder supported...

... of defects, was only 23-41 per cent. of the average number per month in 1912. Inearlydaystrouble was experiencedwithmotor-gears and pinionsw, hich are of the cast-steeslplit-geatrypein halves. Recently, however, for both gear-wheel and pinion a life of 250,000 miles has frequently been obtained, and it would...

...A W RENDELL CONTROL TRAINS WEIGHT SPEED REDUCTION HEADWAY RESISTANCE VELOCITY WHEELS RAILS ACCELERATION DECELERATION FRICTION BRAKES SHOES CYLINDERS PRESSURE ELECTRIC PNEUMATIC EMERGENCIES VACUUM SYSTEMS STOPS 20s ADNISSION OF STUDENTS. [Jlinutes "f 10 January, 1922...

...E CREWDSON © Thomas Telford and ICE 1922 DESIGN IMPULSES WATER TURBINES PERFORMANCE PELTON WHEELS GIRARD BUCKETS VELOCITY NOZZLES BEARINGS GOVERNORS ECONOMISERS TESTS 396 CREVDSOK ON DESIGN AND PERFORMANCE OF rselectell (Paper No. 4370.) Design and Performance of a New...

... ALTERNATORS WATER CIRCULATION MOTORS SWITCH HOUSES TRANSMISSION HIGH TENSION CURRENTS TRANSFORMERS SUBSTATIONS LOW TRACK CABLES PERMANENT WAY ELECTRICAL EQUIPMENT SLEEPERS RAILS CONDUCTORS TRAINS ROLLING STOCK MOTORS COACHES WHEELS SHEDS WORKSHOPS POWER GENERATION MAINTENANCE...

... intoharmonic waves undermodern wheel traffic;thisdeforma- tion is, however, most noticeable in the wear of macadam and tar- macadam roads, and although the waves are not always discernible by the eye in fine weather, they may be detected easily during or after a heavy rainfall, when the cross-drainage...

... CONSTRUCTION FOUNDATIONS ASPHALT SURFACES WAVES CORRUGATION DEFORMATION VEHICLES TRAFFIC WHEELS EFFECT BITUMEN HIGHWAYS MATERIALS TARMAC DAMAGE TYRES MAINTENANCE PAVEMENTS WEAR ROADWAVES TAR ACTION ROLLING LOADS ATTRITION WOOD PAVING MOVEMENT STRENGTH CORRUGATED DYNAMICS...

...F WOOD © Thomas Telford and ICE 1919 INVESTIGATIONS STRUCTURE ROADS SURFACES FOUNDATIONS WHEELS TYRES MACADAM WEAR TAR PAINTING TARMAC BITUMINOUS MIXTURES BITUMEN GRADING MATERIALS FILM EFFECT WEIGHT SOLIDITY EXPERIMENTS CLINKER WOOD FLOUR SWEEPING REFUSE STREETS...

... TRAMS MECHANICAL PROBLEMS TRAFFIC HIGHWAYS WAVES MATERIALS BITUMEN CORRUGATED MACHINERY BITUMINOUS COATINGS EFFECT WHEELS PAVING VEHICLES GROUTING ASPHALT MOVEMENT WOOD BLOCKS RESISTANCE GRANITE CONCRETE FOUNDATIONS PAVEMENTS WEAR SURFACING 168 DISCUSSION ON ROAD...

...F E GOBEY © Thomas Telford and ICE 1919 LANCASHIRE & YORKSHIRE RAILWAY METALS ALL METAL PASSENGERS CARS CARRIAGES RAILWAYS ROLLING STOCK MATERIALS SAFETY ACCIDENTS UNDERFRAMES ELECTRIC SEATS FLOORS WEIGHT WHEELS BOGIES BODIES COSTS MAINTENANCE COLLISIONS...

... of preventing :md dealing with the creep of the rails. The chief factors tending t,o produce the creep or movement, of the rails are :- l . Thedriving-wheels of the locomotive haulingthetrain, when rotating, have a tendency to thrust back the rails in the opposite direction to the moving locomotive. 2...

... RAILS CREEP RAILWAYS EXPERIMENTS TRACK TEMPERATURE PERMANENT WAY SLEEPERS ANCHORS FISHPLATES GIRDERS WHEELS LATHS GRADIENTS WEIGHT TRAINS MAINTENANCE REMEDIAL WORKS STEEL STONE BALLAST SPEED UNEVEN ANCHORAGES IMPACT FRICTION CHANGE COEFFICIENTS MOVEMENT TIMBER...

...F REEVES © Thomas Telford and ICE 1918 RAILS CREEP EXPERIMENTS LATHS SLEEPERS DEFORMATION WHEELS RUBBER STRIP WEIGHT SUPPORTS RIGIDITY EFFECT TEMPERATURE ANCHORS ANCHORAGES BALLAST TRACK PERMANENT WAY RAILWAYS FISHPLATES LOCOMOTIVES ROLLING STOCK CARRIAGES WAGONS...

...W C CUSHING © Thomas Telford and ICE 1916 RAILS FAILURES RAILWAYS TESTS DEFECTS BROKEN CARBON WHEELS HEADS BASES WEAR 31s GUSHING ON SOME CAUSES OF RAIL-FAILURE. [Selected " gome Causes of Rail-Failure." By WILLIAY CHANNIKQGUSHING, M. Inst. C.E. THEstudy of rail-design...