Faultless operation of a rail-sleeper lattice at development of tonnage

Please use this identifier to cite or link to this item: http://lib.kart.edu.ua/handle/123456789/24471

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DC Field	Value	Language
dc.contributor.author	Malishevska, Alina Serhiivna	-
dc.date.accessioned	2024-09-16T17:34:15Z	-
dc.date.available	2024-09-16T17:34:15Z	-
dc.date.issued	2021	-
dc.identifier.citation	Malishevska A. S. Faultless operation of a rail-sleeper lattice at development of tonnage / A. S. Malishevska // Priority directions of science and technology development : the 9 th International scientific and practical conference, May 16-18, 2021. – Kyiv, 2021. – P. 252-253.	uk_UA
dc.identifier.isbn	978-966-8219-84-9	-
dc.identifier.uri	http://lib.kart.edu.ua/handle/123456789/24471	-
dc.description.abstract	Reliability of a design of a rail-sleeper lattice, under the influence of train loading concerns practical problems of a track economy. The main structure of the superstructure on the railways of Ukraine is still a seamless track on reinforced concrete sleepers, which is operated for almost 75% of the length of the main track. The following study is based on the construction of a rail-sleeper lattice with a length of 1 km of seamless track with rail slabs welded from rails type R-65, up to 800 m long on reinforced concrete sleepers with the most common plot 1840 shp / km and with intermediate fastening type KB.	uk_UA
dc.language.iso	en	uk_UA
dc.publisher	SPC - Sci-conf.com.ua	uk_UA
dc.title	Faultless operation of a rail-sleeper lattice at development of tonnage	uk_UA
dc.type	Thesis	uk_UA
Appears in Collections:	2021

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