The complex phenomenological model for prediction of inhomogeneous deformations of railway ballast layer after tamping works

• Published in: Archives of Transport Vol. 47; no. 3; pp. 91 - 107
• Main Authors: Sysyn, Mykola, Gerber, Ulf, Kovalchuk, Vitalii, Nabochenko, Olga
• Format: Journal Article
• Language: English
• Published: Faculty of Transport, Warsaw University of Technology 30.09.2018
• Subjects: inhomogeneous subgrade; phenomenological modelling; prediction of track geometry deterioration; tamping works; track unevenness; uniform subsidence
• ISSN: 0866-9546; 2300-8830
• DOI: 10.5604/01.3001.0012.6512

The given article considers the method of calculating the track geometry deformation with respect to uneven accumulation of residual deformations along the track. The technique proposes two significant changes in existing approaches to calculating the efficiency of the ballast layer. The transition from the approach of allowable stresses design in the ballast layer to the deformative approach of accumulations of track geometry deformations allows us to draw conclusions regarding the intervals of track tamping and the duration of ballast layer life cycle. The transition from the determinative to probabilistic approaches makes it possible to draw conclusions not only from the average unevenness, but also with regard to all possible facts of unevenness. The method is based on the mechanism of sudden and gradual deformations occurrence, which depends on a number of key factors: dynamic stresses on the ballast, non-uniformity of track elasticity, performance of current maintenance work. Based on the experimental studies results, the dependencies of sudden deformations and the intensity of gradual deformations on the level of stress on the ballast layer were established. The experimental results of the influence of the sub-ballast base elasticity on the intensity of accumulation of residual deformations are shown. On the basis of the developed method, the prediction of track geometry deterioration for a given structure of the track, the rolling stock and the permissible level of geometric deviations for track maintenance is presented.