Comparative Analysis of the Results of Calculating the Stability of a Reinforced Subgrade with Geosynthetic Materials

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dc.contributor.authorAndrieiev, Volodymyr S.en
dc.contributor.authorTiutkin, Oleksii L.en
dc.contributor.authorHubar, Oleksіy V.en
dc.contributor.authorMarkul, Ruslan V.en
dc.date.accessioned2021-12-21T11:43:33Z
dc.date.available2021-12-21T11:43:33Z
dc.date.issued2021
dc.descriptionV. Andrieiev: ORCID 0000-0002-0862-2790; О. Tiutkin: ORCID 0000-0003-4921-4758; О. Hubar: ORCID 0000-0001-8683-5372; R. Markul: ORCID 0000-0002-7630-8963en
dc.description.abstractENG: Тhе article presents the results of studies of the stress-strain state of the reinforced and unreinforced railway subgrade. Тhis study compares changes in the distribution of stresses and displacements in а railway subgrade. Comparisons of stresses and displacements made it ossible to obtain: - comparative analysis of the work of the main site of the subgrade under increased load with reinforcement and without reinforcement; - comparative assessment ofthe efficiency ofthe reinforced subgrade at increased load; - isolines and isofields of displacements and stresses in the body ofthe embankment at an increased load.en
dc.identifier.citationAndrieiev V., Tiutkin O., Hubar O., Markul R. Comparative Analysis of the Results of Calculating the Stability of a Reinforced Subgrade with Geosynthetic Materials. Transport Means 2021 : Proceedings of the 25th International Conference (October 06–08, 2021). Kaunas, Lithuania, 2021. Pt. I. P. 531–535.en
dc.identifier.issn1822-296 X (print)
dc.identifier.issn2351-7034 (online)
dc.identifier.urihttps://crust.ust.edu.ua/handle/123456789/14322
dc.identifier.urihttps://transportmeans.ktu.edu/wp-content/uploads/sites/307/2018/02/Transport-Means-2021-Part-I.pdf
dc.language.isoen
dc.publisherKaunas University of Technologyen
dc.subjectroadbeden
dc.subjectembankmenten
dc.subjectgeotextile materialsen
dc.subjectstressesen
dc.subjectdisplacementsen
dc.subjectКТІuk_UA
dc.titleComparative Analysis of the Results of Calculating the Stability of a Reinforced Subgrade with Geosynthetic Materialsen
dc.typeArticleen
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