Communications - Scientific Letters of the University of Zilina 2004, 6(3):44-46 | DOI: 10.26552/com.C.2004.3.44-46

Experimental and mathematical analysis of a multi-layer system of railway track

Hana Hana Krejcirikova1, Martin Lidmila1
1 Department of Railway Structures, Faculty of Civil Engineering, Czech Technical University, Prague, Czech Republic

Based on experimental measurement of a model of a multi-layer non-linear system with inserted geosynthetic layers of the permanent way structure, a new design method will be designed for dimensioning the sleeper subgrade structure using classical and geosynthetic materials or sub-ballast vibration-damping matting. The results of measurements on a track structure model in a 1:1 scale performed in a testing box will be verified by means of a numerical model. A two-dimensional solution will be subsequently verified by means of a spatial model. Numerical modelling will serve for transferring the values measured on the experimental model into a current railway track structure.

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Published: September 30, 2004  Show citation

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Krejcirikova, H.H., & Lidmila, M. (2004). Experimental and mathematical analysis of a multi-layer system of railway track. Communications - Scientific Letters of the University of Zilina, 6(3), 44-46. doi: 10.26552/com.C.2004.3.44-46
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    References

    1. KREJČIŘÍKOVÁ, H., TYC, P.: Geomembranes for ČD Tracks, conference "Geosynthetics in Transport Construction", 2003
    2. KREJČIŘÍKOVÁ, H.: Railway Track Stiffness as one of its Characteristics, II. Miedzynarodowa konferencja Naukowo-Techniczna, Wroclaw, 2003, pp. 29-32
    3. HORNÍČEK, LIDMILA, M.: The Effect of Antivibration Matting on the Tram Track Bearing Capacity, the professional conference of doctoral students, volume 10 - Construction Management Economics, VUT Brno, Faculty of Civil Engineering, 2003, pp. 97-101.

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