Research of Railway Crashed Stone Use of 40 –70 mm Fraction
dc.contributor.author | Pshinko, Oleksandr M. | en |
dc.contributor.author | Patlasov, Oleksandr M. | en |
dc.contributor.author | Andrieiev, Volodymyr S. | en |
dc.contributor.author | Arbuzov, Maxim | en |
dc.contributor.author | Hubar, Oleksіy V. | en |
dc.contributor.author | Hromova, Olena V. | en |
dc.contributor.author | Marcul, Ruslan V. | en |
dc.date.accessioned | 2018-10-03T07:22:20Z | |
dc.date.available | 2018-10-03T07:22:20Z | |
dc.date.issued | 2018 | |
dc.description | O. Pshinko: ORCID 0000-0002-1598-2970; O. Patlasov: ORCID 0000-0003-2081-5648; V. Andrieiev: ORCID 0000-0002-0862-2790; О. Hubar: ORCID 0000-0001-8683-5372; О. Hromova: ORCID 0000-0002-5149-4165; R. Markul: ORCID 0000-0002-7630-8963 | en |
dc.description.abstract | ENG: The results of the conducted researches on operating, physical and mechanical properties of crushed stone of 40-70 mm fraction are presented in the article as well as the results of the comparison of the given fraction with the fraction of 25-60 mm and determination of the former fraction usage for the ballast with the purpose of more rational fund use during railway repair works. The conducted researches of 40-70 mm fraction of crushed stone allowed receiving: – actual values of technical indices of the product and adopted technical decisions; – conformity of the product with the operating conditions as well as physical and mechanical properties during track maintenance; – ability to perform tests; – comparison of physical, mechanical and operational properties of crushed stone of 40-70 mm fraction with the crushed stone of 25-60 mm fraction. | en |
dc.identifier.citation | Research of Railway Crashed Stone Use of 40 –70 mm Fraction / О. Pshinko, О. Patlasov, V. Andrieiev, M. Arbuzov, О. Hubar, О. Hromova, R. Markul // Transport Means 2018 : Proc. of the 22nd Intern. Sci. Conf. (Oct. 03–05, 2018, Trakai, Lithuania) / Kaunas Univ. of Technology, Klaipėda Univ., JSC Lithuanian Railways (AB “Lietuvos Geležinkeliai”) [et al.]. – Kaunas, 2018. – Pt. I. – P. 170–178. – A fragment of the text. | en |
dc.identifier.uri | https://crust.ust.edu.ua/handle/123456789/10785 | |
dc.identifier.uri | https://transportmeans.ktu.edu/wp-content/uploads/sites/307/2018/02/Transport-means-I-dalis-2018-09-25.pdf | |
dc.language.iso | en | |
dc.publisher | Kaunas University of Technology | en |
dc.subject | railway track | en |
dc.subject | ballast crushed stone | en |
dc.subject | crushed stone of 40-70 mm fraction | en |
dc.subject | crushed stone of 25-60 mm fraction | en |
dc.subject | operating properties of crushed stone | en |
dc.subject | physical and mechanical properties of crushed stone | en |
dc.subject | КУПББМ | uk_UA |
dc.subject | КККГ | uk_UA |
dc.title | Research of Railway Crashed Stone Use of 40 –70 mm Fraction | en |
dc.type | Article | en |