STRESSES IN THE RAILS, THE BALLAST AND IN THE FORMATION RESULTING FROM TRAFFIC LOADS. STRESSES IN THE BALLAST AND IN THE FORMATION (RESULTS OF THE THIRD PHASE: MEASUREMENTS UNDER DYNAMIC CONDITIONS
This report describes the measurement of stresses in a railway track foundation for various speeds and axle loads. It is shown that the stresses acting at: a) the sleeper soffit to ballast interface; b) the ballast to blanket interface; c) the blanket to formation interface are principally dependent upon: 1) the rail to sleeper reaction; 2) the sleeper support (packing) condition; 3) for b) and c) the depth below the sleeper soffit of the two interfaces. Over the speed range studied (o-96 km/h) there were no speed effects other than those influencing the rail to sleeper reaction.
- Restrictions on the use of this document are contained in the explanatory material.
International Union of RailwaysOffice of Research and Experiments
- Publication Date: 1970-10
- Features: Appendices; Figures;
- Pagination: 34 p.
- TRT Terms: Axle loads; Ballast (Railroads); Compaction; Dynamics; High speed track; Inspection; Rail (Railroads); Railroad ties; Railroad tracks; Soil compaction; Stresses; Structural design; Subgrade (Pavements)
- Uncontrolled Terms: Track behavior; Track design
- Old TRIS Terms: Axle loadings; Question d71; Rail stress; Track component investigations
- Subject Areas: Geotechnology; Railroads;
- Accession Number: 00052876
- Record Type: Publication
- Source Agency: International Union of Railways
- Report/Paper Numbers: D 71/RP 11/E
- Files: TRIS
- Created Date: Jun 9 1976 12:00AM