UIC - International railway union

Final report

Available languages: English, German, French

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

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

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

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

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

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Assessment of the service life of rails from their defect occurrence

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Final report Conclusions and recommendations

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

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Calculation of twist and displacements in UIC 60 rail using rail fastening system W and rail pads Zw 687a AND Zw 700 by Dr.Ing. Johannes Franz (DB AG)

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Available design: Print design