Normy UIC - Mezinárodní železniční unie - strana 197

Comparison of the results of calcula tion and measurements on two bridges Selection of the most suitable computer program

Final report

Results of acceleration measurements taken on the track under 20 and 22.5 t axle loads

Analysis of dynamic measurements taken with the ORE measuring train with axle loads of 20 and 22.5 t

The influence of wheelflats on the track with 20 and 22.5 t axleloads

The dynamic effects due to increasing axle load from 20 to 22.5 t and the estimated increase in track maintenance costs

General conditions for the study of the evolution of track geometry based on historical information

Assessment of the service life of rails from their defect occurrence

Final report Conclusions and recommendations

Linear calculation using finite elements by Messrs Cervi et Fumey (SNCF) edited by Mr Kaminski (ERRI)