Affiliation:
1. Emperor Alexander I St. Petersburg State Transport University
Abstract
Objective: To create proposals on the system of maintenance for track facilities on the sections with ballastless constructions because the experience in maintaining of such structures is absent. Methods: During the study, the analysis of being predicted life cycle cost of track structure was made. This analysis is based on the study of indicators such as defectiveness of track superstructure elements (rails, fasteners, sleepers), the analysis of being estimated costs on repairing the track using expert evaluation methods. The expert assessment provides for the application of special correction factor. This factor for each maintenance job shows the ratio of job volumes on ballastless track to job volumes on ballast railway track. Results: On the basis of cost calculations and technologies for maintenance, an analysis was pursued of overhaul schemes for sections with ballast railway and for ones with ballastless construction and conclusions were made on required overhaul scheme for a ballastless track structure. Practical importance: The study results are intended to develop a system for planning technical maintenance and repairs of a ballastless superstructure track.
Publisher
Petersburg State Transport University
Reference12 articles.
1. Feste Fahrbahn Rheda 2000 Rail.One (in German). — April 2011. — Pp. 2f. — Retrieved 17 September 2017., Feste Fahrbahn Rheda 2000 Rail.One (in German). — April 2011. — Pp. 2f. — Retrieved 17 September 2017.
2. Joaquín J. PonsIgnacio Life cycle assessment of a railway tracks substructures: Comparison of ballast and ballastless rail tracks / Joaquín J. PonsIgnacio, V. Sanchis, V. Yepes // Environmental Impact Assessment Review19 July 2020, Joaquín J. PonsIgnacio Life cycle assessment of a railway tracks substructures: Comparison of ballast and ballastless rail tracks / Joaquín J. PonsIgnacio, V. Sanchis, V. Yepes // Environmental Impact Assessment Review19 July 2020
3. Kolos A. F. Full — Scale Study of Stress-strain State of Ballastless Upper Structure Construction of Rail Way in Terms of Train Dynamic Load / A. F. Kolos, T. M. Petrova, A. O. Makhonina // Procedia Engineering. — 2017. — Vol. 189. — Pp. 429–433., Kolos A. F. Full — Scale Study of Stress-strain State of Ballastless Upper Structure Construction of Rail Way in Terms of Train Dynamic Load / A. F. Kolos, T. M. Petrova, A. O. Makhonina // Procedia Engineering. — 2017. — Vol. 189. — Pp. 429–433.
4. Robertson I. Advantages of a new ballastless trackform / I. Robertson, C. Masson, J. M. Vanzenberg // Construction and Building: Materials 1 September 2015ю. — Vol. 92. — Pp. 16–22., Robertson I. Advantages of a new ballastless trackform / I. Robertson, C. Masson, J. M. Vanzenberg // Construction and Building: Materials 1 September 2015yu. — Vol. 92. — Pp. 16–22.
5. An accurate method for fast assessment of under slab mats (USM) performance in ballastless track structures., An accurate method for fast assessment of under slab mats (USM) performance in ballastless track structures.