CHANGE IN THE STRENGTH OF CLAYEY SOILS IN TRACK INFRASTRUCTURE UNDER THE INFLUENCE OF VIBRODYNAMIC VEHICLE EFFECTS

VERAENDERUNG DER TRAGFAEHIGKEIT TONIGER BOEDEN IM EISENBAHNUNTERBAU BEIM VIBRODYNAMISCHEN EINWIRKEN DER FAHRZEUGE

The author describes test results in the laboratory and on site. Laboratory tests under triaxial stress conditions show changes according to water content, density and the intensity of vibration. Test results on an embankment show a drop in the strength of these soils as a result of vehicle vibrodynamic effects.

• Corporate Authors:

  VEB Autobahnbaukombinat

  Templinestrasse 19
  Potsdam,   Germany 
• Authors:
  • Zinkin, G N
• Publication Date: 1976-1

Language

• German

Media Info

• Features: References;
• Pagination: p. 15-18
• Serial:
  • DET Eisenbahntechnik
  • Volume: 24
  • Issue Number: 1
  • Publisher: VEB Autobahnbaukombinat

Subject/Index Terms

• TRT Terms: Analysis; Clay; Embankments; Properties of materials; Soil mechanics; Soil tests; Soils; Subsoil; Train track dynamics; Vibration
• Uncontrolled Terms: Soil properties
• Old TRIS Terms: Subsoil analysis
• Subject Areas: Geotechnology; Materials; Railroads;

Filing Info

• Accession Number: 00134549
• Record Type: Publication
• Source Agency: International Union of Railways
• Files: TRIS
• Created Date: Jun 9 1976 12:00AM