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Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1891) 106 (1891): 248–263.
Published: 01 January 1891
... for carrying a railway up the steep slope t o the centre of Fiesole at the summit of the hill; but the local authorities having rejected steam-traction either by rack or by ordinary adhesion engines as being, in thisspecial case, and for obvious reasons, at once inadequate and obnoxious ;and a wire rope...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1889) 96 (1889): 145–171.
Published: 01 January 1889
...R WILSON; C FAIRHOLME; J W GROVER; W MARTINEAU; SIR G B BRUCE; E WOODS; J B FELL; E E SAWYER; D M FOX; J R MOSSE; E PRITCHARD; J W M WATSON © Thomas Telford and ICE 1889 RAILWAYS STEEP INCLINES GRADIENTS MOUNTAINS CAPACITY COSTS RACK ENGINES LOCOMOTIVES ADHESION TRAINS LOADS...
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1889) 96 (1889): 172–179.
Published: 01 January 1889
...R ABT; P A FRASER; A MCDONNELL; T M R JONES; A SCHNEIDER; W SMITH © Thomas Telford and ICE 1889 RAILWAYS STEEP INCLINES LOCOMOTIVES RACK MOUNTAINS MOUNTAINOUS ENGINES GRADIENTS VALLEYS ADHESION 1'72 CORRESPONDEKCEox RAILWAY STEEP IKCLINES. [Minutcs of Correspondence. %h...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1889) 96 (1889): 137–144.
Published: 01 January 1889
...J P MAXWELL © Thomas Telford and ICE 1889 WORKING SYSTEMS TRACTION INCLINES GRADIENTS RAILWAYS ENGINES WHEELS STEAM BIBLIOGRAPHY STEEP CONSTRUCTION MOUNTAINS MOUNTAINOUS RIMUTAKA NEW ZEALAND Proceedings.] MAXWELL ON THE FELL SYSTEM OF TBBCTIOS. 137 (Pcyer...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1889) 96 (1889): 131–136.
Published: 01 January 1889
...R WILSON © Thomas Telford and ICE 1889 HARTZ RAILWAY COSTS WORKING MOUNTAINS RAILWAYS MOUNTAINOUS GRADIENTS CONSUMPTION FUEL LOCOMOTIVES COMBINED ADHESION RACK STEEP HARTZ BLANKENBURG TANNE SEMMERING GERMANY AUSTRIA Proceediugs.] WILSON OK THE HBETZ...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1881) 63 (1881): 84–120.
Published: 01 January 1881
... or disadvantages of taking a short and very steep, as against a longerandsomewhatflatgradient, the formerplanhad been adopted in NewZealand, and thelatterin Ceylon. AS hewas responsible for recommending the Government of New Zealand to adopt the formermethod, it might be desirable that he should give some...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1881) 63 (1881): 120–148.
Published: 01 January 1881
... COSTS CYLINDERS STEAM MOUNTAINS INCLINES GRADIENTS LOADS WEIGHT STEEP CURVES BRAKES ROLLING STOCK TRAINS TRAFFIC EXPERIMENTS CENTRAL RAILS THIRD RAIL NEW ZEALAND CEYLON SRI LANKA 120 DISCUSSION ON NZEEWALARNADILWAYS. minutes of Mr. Longridge. was satisfied the results he had...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1880) 60 (1880): 380–386.
Published: 01 January 1880
...T AGUIDO; A BACHE © Thomas Telford and ICE 1880 RAILWAYS RACK ROPES STEEP INCLINES MOUNTAINS TURBINES RAILS PROPULSION WATER POWER 380 THE AGUDIO RACK RAILWAY. [Selected (Paper No. 1708.) Rack Railway worked by Endless Ropes, for Steep Inclines. By TOMMAASGOUDIO...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1873) 36 (1873): 103–117.
Published: 01 January 1873
...W POLE © Thomas Telford and ICE 1873 RAILWAYS MOUNTAINS CONSTRUCTION PERMANENT WAY GAUGES RAILS RACK BARS BOILERS ENGINES LOCOMOTIVES WHEELS CARRIAGES SAFETY PINIONS PRECAUTIONS DERAILMENTS BRAKES REGULATION SPEED STEEP GRADIENTS VIGNOLES AXLES RIGI LUCERNE...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1873) 36 (1873): 118–123.
Published: 01 January 1873
... feature in the extremely steep gradient of certainportions of the line,namely, 1 in 4. It wassingular how littlehad been knownin respect tothat railway.Priortohisvisithehadheard persons speak of i t a8 a remarkable mechanicaalchievement, on account of its ascendingby locomotive power theverysteep side...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1869) 28 (1869): 256–286.
Published: 01 January 1869
... that the centrerailmust be inflexible, the horizontal wheels biting in proportion to the steepness of the gradient. He would ask whetherthe oscillations of the train, causedby the irregu- larities of the side rails, did not tend to disturb the rigidity which was necessary for the proper working of the centre rail. Mr...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1869) 28 (1869): 232–255.
Published: 01 January 1869
... in 44 1 in 44 1 in 44 1 in 30 1 in 31 * Clliefly. These 2 miles are considered to be the worst part of the railway to work : for, although the gradients are not so steep as elsewhere, the line is altogether curved, and, passing through woods, it is impossible to see for more than a short distanceahead...
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1864) 23 (1864): 406–410.
Published: 01 January 1864
...J CROSS © Thomas Telford and ICE 1864 LOCOMOTIVES ENGINES STRUCTURES DESIGN CONSTRUCTION INCLINES CURVES RAILWAYS WHEELS AXLES BOXES STEEP SHARP RADIAL FRICTION MOTION 403 LOCOMOTIVE ENGINES FOIL SHARP CURVES. April 26, 1864. JOHN ROBINSON "CLEAN, President, in the Chair...
Journal Articles
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1856) 15 (1856): 349–364.
Published: 01 January 1856
...C R DRYSDALE © Thomas Telford and ICE 1856 RAILWAYS GRADIENTS STEEP LOCOMOTIVES STATIONARY ENGINES INCLINES MOUNTAINS CONSTRUCTION PERFORMANCE VIADUCTS BRIDGES CURVES STEAM ROPES SEMMERING GIOVI PIEDMONT AUSTRIA ITALY UK RdILW4Y IXCIJNE-PLANES. 349 April 8...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1856) 15 (1856): 365–375.
Published: 01 January 1856
... 50. Steep inclines 368 RBIIAWAY WCI,lNE-I'LES. were, therefore, no novelty, inrailwayengineering, nor were the performances cited, greaterthan those which had been accomplished for years past, in this country. CAPTALNW. S. MOORSOeMxplained, that in speaking of the Lickey and Dainton Inclines asthe...

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