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COMPARATIVE ANALYSIS OF DESIGN SOLUTIONS OF A REINFORCED RAILROAD EMBANKMENT USING VARIOUS CALCULATION METHODS

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dc.contributor.author Yenkebayeva, Aigerim
dc.contributor.author Lukpanov, Rauan
dc.contributor.author Yenkebayev, Serik
dc.contributor.author Tsygulyov, Denis
dc.date.accessioned 2024-09-09T07:50:01Z
dc.date.available 2024-09-09T07:50:01Z
dc.date.issued 2021-11
dc.identifier.issn 2186-2982
dc.identifier.other doi.org/10.21660/2021.87.j2324
dc.identifier.uri http://rep.enu.kz/handle/enu/16097
dc.description.abstract This paper presented comparative analysis of design solutions of a reinforced railroad embankment using various calculation methods. To conduct a detailed comparative analysis, a remote part of the projected railway line in South Kazakhstan was selected. Embankment has five sections, four sections reinforced by geogrid, one of them without reinforced layer. The studies of geotechnical conditions concentrate on the top most silt or silty clay due to of upper soil is underlain by a stiff to very stiff clay till which is heavily over consolidated. As the main load case, railway loads were considered in accordance with the current regulatory documents SP RK EN 1991. For preliminary design of unreinforced embankment as many available calculation methods as possible were considered in order to obtain the most unfavorable values of safety factors. A detailed analysis using finite element method was performed to check the results of standard calculation methods to ensure safety of the embankment. ru
dc.language.iso en ru
dc.publisher International Journal of GEOMATE ru
dc.relation.ispartofseries Vol.21,;Issue 87, pp.58-63
dc.subject Embankment ru
dc.subject Geogrid ru
dc.subject FEM ru
dc.subject Soil Stability ru
dc.title COMPARATIVE ANALYSIS OF DESIGN SOLUTIONS OF A REINFORCED RAILROAD EMBANKMENT USING VARIOUS CALCULATION METHODS ru
dc.type Article ru


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