Multi-factor method of comparison of the geometrical condition of railway tracks on bridges and tests sections

Henryk Bałuch

doi:10.7409/rabdim.020.008

Published: 2020-06-30

Vol. 19 No. 2 (2020)

Multi-factor method of comparison of the geometrical condition of railway tracks on bridges and tests sections

Henryk Bałuch

Section: Articles

https://doi.org/10.7409/rabdim.020.008

Abstract

The paper presents a method of comparing the geometrical condition of railway tracks at different times, in different places and with interdependent phenomena. This method involves treating the most important railway track properties as independent diagnostic variables and expressing each of them on a centile scale assumed as the basis for comparisons. The dependent variable is the geometric interval. In this way, it is possible to significantly enrich the description of the railway track condition on sections of railway lines on which changes in their state require a more detailed analysis, especially in terms of repair planning. Such sections are tracks on long bridges and sections on which new solution are tested. Selected track characteristic are obtained using diagnostics known in operation practice. The application of the method should facilitate planning of railway track repairs on bridges and comparison of results of experiments carried out on different test sections.

Keywords:

bridges, railway track, repair planning, test sections.

Similar Articles

Grażyna Łagoda, Marek Łagoda, Strength analysis of masonry arch bridges , Roads and Bridges - Drogi i Mosty: Vol. 4 No. 4 (2005)
Henryk Zobel, Magdalena Kruk, Dariusz Sobala, Bearing systems for curved in plane bridges , Roads and Bridges - Drogi i Mosty: Vol. 3 No. 4 (2004)
Seoyoung Cho, Éva Lakatos, Finite element and fatigue analysis of flexible pavements based on temperature profile modeling , Roads and Bridges - Drogi i Mosty: Vol. 21 No. 2 (2022)
Ripunjoy Gogoi, Bhupali Dutta, Rehabilitation needs assessment of flexible pavements based on cracking and rutting distress , Roads and Bridges - Drogi i Mosty: Vol. 20 No. 3 (2021)
Czesław Machelski, Parameters of load transverse distribution across bridges , Roads and Bridges - Drogi i Mosty: Vol. 13 No. 2 (2014)
Tomasz Siwowski, Aluminium road bridges − past, present and future , Roads and Bridges - Drogi i Mosty: Vol. 4 No. 1 (2005)
Zdzisława Owsiak, Przemysław Czapik, Justyna Zapała-Sławeta, Testing the cement, hydrated lime and cement by-pass dust mixtures hydration , Roads and Bridges - Drogi i Mosty: Vol. 19 No. 2 (2020)
Antoni Szydło, Piotr Mackiewicz, Determination of deflections of an innovative pavement structure containing a three-component hydraulic binder , Roads and Bridges - Drogi i Mosty: Vol. 22 No. 1 (2023)
Rafał Lusa, Paweł Skierczyński, Joanna Prasalska-Nikoniuk, Jolanta Kraszewska, Evaluation of the impact of road sign material on the occurrence of dew , Roads and Bridges - Drogi i Mosty: Vol. 20 No. 2 (2021)
Jacek Sudyka, Przemysław Harasim, Monika Kowalska-Sudyka, Tomasz Mechowski, Quality control of Traffic Speed Deflectometer measurements on road network , Roads and Bridges - Drogi i Mosty: Vol. 20 No. 4 (2021)

<< < 5 6 7 8 9 10 11 12 13 14 > >>

You may also start an advanced similarity search for this article.

Download files

PDF

Citation rules

Bałuch, H. (2020). Multi-factor method of comparison of the geometrical condition of railway tracks on bridges and tests sections. Roads and Bridges - Drogi I Mosty, 19(2), 119–134. https://doi.org/10.7409/rabdim.020.008

Cited by / Share

References

Sakuma K., Takeda K., Sato J.: Monitoring of track maintenance in pursuit of Condition Based Maintenance (CBM). Japanese Railway Engineering, 201, 2018, 9-12
Google Scholar

Andrade R.A., Teixeira P.F.: A Bayesian model to assess rail track geometry degradation through its life-cycle. Research in Transportation Economics, 36, 1, 2012, 1-8
Google Scholar

Li R., Wen M., Salling K.B.: A Predictive Maintenance Model for Railway Tracks. Proceedings of IC-ARE 2015, International Congress on Advanced Railway Engineering, 2015, 1-10
Google Scholar

Rui L., Wen M., Salling K.B., Nielsen O.A., Landex A., Madsen S.N.: A predictive maintenance model for railway track. DTU - The Research Information System, Technical University of Denmark, 2015, 1-151
Google Scholar

Berawi A.R.B., Delgado R., Calcada R., Vale C.: Evaluating track geometrical quality through different methodologies. Journal of Technology, 1, 1, 2010, 38-47
Google Scholar

Bałuch H.: Synteza potrzeb naprawczych i ich ranking. Problemy Kolejnictwa, 177, 2017, 21-27
Google Scholar

Bałuch H.: Determinanty wymian nawierzchni kolejowej. Problemy Kolejnictwa, 175, 2017, 7-14
Google Scholar

Bałuch H.: Improvement of methods for planning railway structure repair. Railway Transport of Ukraine, 4, 2018, 20-26
Google Scholar

Sadeghi J., Askarenijad H.: Development of improved railway track degradation models. Structure and Infrastructure Engineering, 6, 6, 2010, 665-678
Google Scholar

Sussmann T.R. Jr, Thompson H.B., Stark T.D., Wilk S.I., Ho C.L.: Use of seismic surface wave testing to assess track superstructure conditions. Construction and Building Materials, 155, 2017, 1250-1255
Google Scholar

Onodera T.: Decision making utilizing a large data set measured by track condition-monitoring device on a commercial service car. The 16^th International Conference RAIL ENGINEERING, Glasgow 2015
Google Scholar

Bałuch M.: Estymacja nierówności toru kolejowego. Archiwum Inżynierii Lądowej, 3-4, 1989, 399-412
Google Scholar

Warunki techniczne utrzymania nawierzchni na liniach kolejowych Id-1 (D-1). PKP PLK S.A., Warszawa 2005
Google Scholar

Chmielewski R., Muzolf P., Sancewicz S.: Ocena życia technicznego wybranego mostu kolejowego. Problemy Kolejnictwa, 174, 2017, 7-18
Google Scholar

Zobel H., Zbiciak A., Oleszek R., Michalczyk R., Mossakowski P.: Numerical identification of the dynamic characteristics of a steel-concrete railway bridge. Roads and Bridges - Drogi i Mosty, 13, 3, 2014, 275-301, DOI: 10.7409/rabdim.014.018
Google Scholar

Karaś S., Krasnowski A.: Adjustment of the existing structures located on the trunk railway line CMK to accommodate high-speed rail (HSR) based on theoretical and experimental analyses. Roads and Bridges - Drogi i Mosty, 12, 4, 2013, 385-410, DOI: 10.7409/rabdim.013.025
Google Scholar

Rymsza B.: Wpływ zmian klimatycznych na bezpieczeństwo infrastruktury kolejowej. Problemy Kolejnictwa, 158, 2013, 5-18
Google Scholar

Rail Transport and Environment Facts & Figures. UIC/CER, Paris, September 2015, 1-68
Google Scholar

Bałuch H.: Climate changes and energy consumption - examples associated with railway construction. Railway Reports, 183, 2019, 77-82
Google Scholar

Multi-factor method of comparison of the geometrical condition of railway tracks on bridges and tests sections

Abstract

Keywords:

Similar Articles

Downloads

Henryk Bałuch