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

Subject/Index Terms

Filing Info

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