The estimation of transition curves geometry in railway engineering from measured data

Jakub Chromčák

doi:10.1051/matecconf/201711700029

All issues

Volume 117 (2017)

MATEC Web Conf., 117 (2017) 00029

References

Open Access

Issue		MATEC Web Conf. Volume 117, 2017 RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering


Article Number		00029
Number of page(s)		6
DOI		https://doi.org/10.1051/matecconf/201711700029
Published online		24 July 2017

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[1] J. Ižvoltová, A. Villim, P. Kozák, Determination of Geometrical Track Position by Robotic Total Station. Theoretical Foundation of Civil Engineering, Wroclaw, XXIII R-S-P seminar, (2014) [Google Scholar]

[2] STN 73 0275 Accuracy of geometric parameters in building industry. Check measurement of line structures [Google Scholar]

[3] STN 73 6360-2 Railway applications. Track. Part 2: Acceptance of construction works, maintenance works and assessment of service condition track guages 1 435mm [Google Scholar]

[4] J. Ižvoltová, P. Pisca, Vyhodnotenie 3D laserového skenovania pevnej jazdnej dráhy. Faculty of civil Engineering STU, Bratislava, (2015) [Google Scholar]

[5] J. Ižvoltová, P. Pisca, V. Koťka, M. Mancovič, 3D laser scanning of railway line. Communications. University of Žilina. (2015) [Google Scholar]

[6] L. Ižvolt, Súhrnná správa o vstupných skúškach pre monitoring časti úseku nekonvenčnej konštrukcie železničného zvršku a jej prechodových oblasí. University of Žilina. Žilina. (2012) [Google Scholar]