Degradation - Prediction Models of the Railway Track Quality

Author:

Šestaková Janka1,Ižvolt Libor1,Mečár Martin1

Affiliation:

1. Faculty of Civil Engineering , University of Zilina , Univerzitna 8215/1, 010 26 Zilina , Slovakia .

Abstract

Abstract During the railway track life, its operational quality is represented by the key information on the extent and method of its degradation, applying indicators which were appropriately selected, surveyed and evaluated within the diagnostic activities. The paper describes methods and procedures of experimental verification, i. e. obtaining and evaluating operational quality indicators, representing design parameters and determining its quality. Determining the dependence of the values of different quality indicators on time or place of measurement allows to construct models of structure behaviour over its lifetime and to predict the time and place when and where the permissible boundary values of the qualitative indicators can occur. The paper presents the models prepared for monitored experimental sections in the Slovak Railways (ŽSR) network.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering,Environmental Engineering

Reference18 articles.

1. [1] STN EN 13848-6 (73 6315), 2014: Railway Applications – Track – Track Geometry Quality – Part 6, Characterisation of Track Geometry Quality.

2. [2] IŽVOLT, L. - ŠESTAKOVA, J. - ŠMALO, M.: Analysis of Results of Monitoring and Prediction of Quality Development of Ballasted and Ballastless Track Superstructure and its Transition Areas. Communications - Scientific Letters of the University of Zilina. Vol. 18, No. 4, 2016, pp. 19-29, http://komunikacie.uniza.sk/index.php/communications/article/view/284.

3. [3] IŽVOLT, L. - ŠMALO, M. - ŠESTÁKOVÁ, J.: Impact of Operation on the Geometric Parameters of the Track in Ballastless Track Transition Area. MATEC Web of Conferences, Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2017, Vol. 107, 2017, article num. 00019, https://doi.org/10.1051/matecconf/201710700019.10.1051/matecconf/201710700019

4. [4] STARK, T. D. et. al.: Effect of Unsupported Ties at Transition Zones. Proceedings of Railway Engineering 2015, 13th International Conference, Edinburgh, Scotland, 2015, 13 p. http://tstark.net/wp-content/uploads/2016/07/CP143.pdf.

5. [5] ŠESTÁKOVÁ, J.: Quality of Slab Track Construction – Track Alignment Design and Track Geometry. Civil and Environmental Engineering, Vol. 11, Issue 1, 2015, pp. 2-9 https://doi.org/10.1515/cee-2015-0001.10.1515/cee-2015-0001

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