EXAMINATION AND CONSTRUCTION OF BALLASTLESS TRACK FOR HIGH SPEEDS
ERFORSCHUNG UND KONSTRUKTIVE DURCHBILDUNG EINES SCHOTTERLOSEN OBERBAUES FUER HOHE GESCHWINDIGKEITEN
Phase 1: DUWE, Bernd: Experimental and theoretical research into the deformation and stresses of ballastless track for speeds of up to 250 km/h. Phase 2: KUCHLBAUER, Seb: Laying of rails adjustable laterally and heightwise for high-speed lines. Track in tunnels and on bridges. Explanation of a type of ballastless track developed by the Munich Research Centre and tested at Rheda Station. Description of rail fastenings adjustable laterally and heightwise.
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Corporate Authors:
Technical University of Munich
Arcisstrabe 21
FG Computational Mechanics
D-80333 Munich, Germany - Publication Date: 1977
Language
- German
Media Info
- Features: Photos; References; Tables;
- Pagination: 205 p.
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Serial:
- Mitteilungen des Pruefamtes Bau Landverkehrswegen
- Volume: 29
- Publisher: Technical University of Munich
Subject/Index Terms
- TRT Terms: Ballastless track; Deformation; High speed track; Rail fasteners; Railroad tracks; Stresses
- Old TRIS Terms: Track deformation; Track stress
- Subject Areas: Materials; Railroads;
Filing Info
- Accession Number: 00173412
- Record Type: Publication
- Source Agency: International Union of Railways
- Report/Paper Numbers: DB: Dok 4662
- Files: TRIS
- Created Date: Apr 26 1978 12:00AM