TRACK COMPONENT DEVELOPMENT, HAMERSLEY IRON RAILWAY
Since construction of the original track in 1966, track components have undergone continuous refinement. The original design did not anticipate today's high tonnage and involved theories and materials available at that time. All components from rail through fasteners and ties to the ballast have since been subjected to continuous heavy-axle-load unit train operation. Deficiencies in the original design have required many alterations and upgrading programs to cope with the problems encountered. The paper traces the history of Hamersley's track and indicates how it has been modified to handle an annual density of over 50 million gross tons.
- Heavy Haul Railways Conference held September 18-22, 1978, Perth, Western Australia. Sponsored by Cliffs Robe River Iron Associates, Goldsworthy Mining Limited, Hamersley Iron Proprietary Limited, Mt. Newman Mining Company Proprietary Limited and Westrail.
Institution of Engineers11 National Circuit
Barton, A.C.T., Australia
Australasian Institute of Mining and Metallurgy204 Lygon Street
Carlton, Victoria Australia 3053
- Geddes, N R
- Longson, B H
- Dwyer, P J
- Publication Date: 1978
- Pagination: n.p.
- TRT Terms: Concrete; Concrete ties; Rail (Railroads); Rail fasteners; Railroad ties; Railroad tracks; Stability (Mechanics); Structural design; Turnouts; Unit trains; Welded rail
- Uncontrolled Terms: Track geometry; Track stability
- Geographic Terms: Australia
- Old TRIS Terms: Heavy haul railways; Rail sections; Track structures
- Subject Areas: Design; Railroads;
- Accession Number: 00303710
- Record Type: Publication
- Report/Paper Numbers: Session 408 Pap J.4 Conf Paper
- Files: TRIS
- Created Date: Feb 11 1980 12:00AM