Abstract: the article provides a calculation justification of proposed railway structure on reinforced concrete sleeper-free base, for which an analysis existing methodology calculating track strength is carried out, according to dynamic loads acting from rolling stock are determined. The applied sleeper-less structures and results measurements emerging stresses in substructure, measured depth ...

The purpose of the research was to study condition prestressed monoblock concrete sleeper (PMCS) under dynamic loading experimentally and through site investigation. From this research, value deflection base on acceleration sleepers have been obtained. This showed possible correlation relation PCS located a railway track. includes experimentation process which experimental investigations for (P...

The problem of damping the noise on track, arising from movement train, is solved sufficiently but it simple, if rail with spacers laid inside longitudinally located band sleeper-mechanism. result a layered thread, consisting belts: tape elastic three sides, tie-mechanism and ballast layer. unity layers carried out due to their own mass. This static track without external load. Rail compression...