@ARTICLE{Kraśkiewicz_C._Experimental, author={Kraśkiewicz, C. and Zbiciak, A. and Al Sabouni-Zawadzka, A. and Piotrowski, A.}, volume={Vol. 66}, number={No 1}, journal={Archives of Civil Engineering}, pages={241-255}, howpublished={online}, publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES}, abstract={The present paper discusses static and dynamic characteristics of various under sleeper pads (USP) that are to be used in the ballasted track systems as resilient vibroacoustic isolators. Four different USP samples were put to fatigue tests and static and dynamic bedding moduli were determined. The purpose of the tests, which were carried out up to 500 thousand load cycles, was to determine which USP have favourable and which unfavourable properties, taking into account their potential application as the elements used for energy dissipation and reduction of noise and vibration. The obtained results allowed the authors to indicate samples with a potential for further analysis and to reject those, which did not satisfy the adopted criteria.}, type={Article}, title={Experimental Research on Fatigue Strength of Prototype under Sleeper Pads Used in the Ballasted Rail Track Systems}, URL={http://journals.pan.pl/Content/115116/PDF/16_Paper_737_do%20druku_B5_met.pdf}, doi={10.24425/ace.2020.131786}, keywords={under sleeper pads, vibration damping, fatigue strength}, }