TRACK MODULUS MEASUREMENTS ON A HEAVY HAUL LINE

Measurement of track deflection under vertical load is proposed as a means of assessing the structural condition of the track. The results can be presented in the form of (a) vertical rail deflection under a specified load or change in load, (b) track stiffness defined as the ratio of change to load to change in rail deflection, or (c) track (foundation) modulus as defined by the beam-on-elastic-foundation model. Examples of such data are given from tests on a heavy haul line. The single vertical load point method was used. Characteristics of the load-deflection relationships are shown. The curves were subdivided into two parts. The first part is the seating deflection, which indicates the voids under the rails and ties. The second part is the contact deflection, a function of the substructure layer stiffness properties. Deflection basins were also measured and compared with basins calculated using a computer model. The study showed that continuous deflection profiles along the track are useful in characterizing the track support conditions and their variations.

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: p. 73-83
  • Monograph Title: Railroad research issues
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00677729
  • Record Type: Publication
  • ISBN: 0309061016
  • Files: TRIS, TRB
  • Created Date: May 22 1995 12:00AM