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Journal of Advanced TransportationIt is noted that in this study curve and straight sections as the two major groups of the track sections have been studied, buceta melbourne. These results are consistent with previous findings on rail track degradation models [ 2526 ] which demonstrate that geometry condition of a track within its life time is strongly dependent on its initial level.
In this study standard buceta melbourne of longitudinal levelling defects was considered as the main dependent parameter and primary standard deviation measured after tamping operations or renewal, the rate of deterioration, and the accumulated tonnage since tamping operations or renewal were considered as independent variables.
Table of Contents Alerts. Literature Review Track degradation models combine different methods and engineering techniques to bring equations which can be used to predict the future condition of rail tracks by considering the influencing parameters on degradation of rail tracks.