TRACK STRUCTURE FOR HIGH-SPEED TRAFFIC

Results of tests of factors related to a speed test of equipment at 200 km/h are studied with effects of ordinary track, track on a solid bed (without ballast) an expansion and insulated joint, a PC sleeper, deformation of loamy embankment, ground vibration and finally, train wind force. The second section is devoted to thermit welding of various types of rail and standards to be followed.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3127232
• Supplemental Notes:
  • Special Issue
• Corporate Authors:

  JAPANESE NATIONAL RAILWAYS

  TOKYO,   Japan 
• Authors:
  • Hojo, T
• Publication Date: 1963-10

Media Info

• Pagination: p. 2-6
• Serial:
  • Railway Technical Research Institute, Quarterly Reports
  • Publisher: Railway Technical Research Institute/Tetsudo Gijutsu Kenkyujo
  • ISSN: 0033-9008
  • Serial URL: http://www.rtri.or.jp/eng/

Subject/Index Terms

• TRT Terms: Aerodynamics; Ballast (Railroads); Ballastless track; Bending; Bending stress; Buckling; Concrete; Concrete ties; Deformation; Embankments; High speed rail; Rail joints; Railroad rails; Railroad ties; Railroad tracks; Railroad trains; Railroad turnouts; Stresses; Structural design; Subgrade (Pavements); Technology; Vibration; Welding
• Uncontrolled Terms: Ballast; Track design
• Geographic Terms: Japan
• Old TRIS Terms: Rail stress; Rail welding; Track deformation; Track vibration; Train draft
• Subject Areas: Railroads; Vehicles and Equipment;

Filing Info

• Accession Number: 00033181
• Record Type: Publication
• Files: TRIS
• Created Date: Jul 8 1994 12:00AM