INVESTIGATION OF DIFFERENT FORMATION PROTECTIVE LAYERS

UNTERSUCHUNG VERSCHIEDENER PLANUMSSCHUTZSCHICHTEN FUER DEN SCHOTTEROBERBAU

The Authors calculate the stresses in relation to different deformation moduli for the formation in respect of a ballast bed without a formation protective layer, with a 30-cm gravel underlayer, and with a cement-consolidated layer of 20 or 25 cm thickness. The limits of their suitability are determined, and recommendations made for the practical application of the various layers.

• Corporate Authors:

  Hestra Verlag

  Holzhofallee 33, Postfach 4244
  6100 Darmstadt 1,   Germany 
• Authors:
  • EISENMANN, J
  • SCHNEIDER, E
• Publication Date: 1975-4

Language

• German

Media Info

• Features: Figures; References;
• Pagination: p. 111-116
• Serial:
  • Eisenbahntechnische Rundschau
  • Volume: 24
  • Publisher: Hestra Verlag

Subject/Index Terms

• TRT Terms: Mechanical stability; Pavement subgrade; Railroad tracks; Soil stabilization; Stabilized materials; Track ballast
• Uncontrolled Terms: Subgrade stability; Track stability
• Old TRIS Terms: Ballast stabilization
• Subject Areas: Geotechnology; Railroads;

Filing Info

• Accession Number: 00097268
• Record Type: Publication
• Source Agency: Eisenbahntechnische Rundschau
• Files: TRIS
• Created Date: Jul 24 1976 12:00AM