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Ballast layer is the most weak element of railway track that causes track geometry deterioration. At the same time, it is subjected to intensive particle breakage during the corrective tamping. This causes high maintenance costs of ballasted track. The present paper is devoted to the study of tamping methods. The present machine tamping methods are considered and compared. The possible influence of the tamping technology on the ballast-related maintenance costs is analyzed. The side tamping technology is studied in detail with theoretical and experimental methods. The process of material transport during the side tamping is studied using a scale model of ballast layer and photogrammetric measurements. A theoretical finite element model (FEM) is validated to the experimental results. The study shows that the side tamping is a promising method for the development of a universal, superstructure independent tamping technology.
Czasopismo
Rocznik
Tom
Strony
93--106
Opis fizyczny
Bibliogr. 52 poz.
Twórcy
autor
- TU Dresden, Institute of Railway Systems and Public Transport CHettnerstrase 1, Dresden 01069, Germany
autor
- TU Dresden, Institute of Railway Systems and Public Transport CHettnerstrase 1, Dresden 01069, Germany
autor
- Lviv branch of Dnipro National University of Railway Transport, Department of the rolling stock and track 12а, Ivanny Blazhkevych, Lviv 79052, Ukraine
autor
- Lviv branch of Dnipro National University of Railway Transport, Department of the rolling stock and track 12а, Ivanny Blazhkevych, Lviv 79052, Ukraine
autor
- Lviv Polytechnic National University, Department of Construction industry 12, Stepan Bandera, Lviv 79013, Ukraine
Bibliografia
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Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
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Bibliografia
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bwmeta1.element.baztech-2cee7e07-2a4e-4ebd-b223-fe2379ba4873