COMPARATIVE ANALYSIS OF BEARING CAPACITY OF REINFORCED AND NON-REINFORCED RAILWAY EMBANKMENT

Jíra, Josef; Jírová, Jitka; Micka, Michal; Řezníčková, Jitka

dc.contributor.author	Jíra, Josef
dc.contributor.author	Jírová, Jitka
dc.contributor.author	Micka, Michal
dc.contributor.author	Řezníčková, Jitka
dc.date.accessioned	2023-01-18T14:49:17Z
dc.date.available	2023-01-18T14:49:17Z
dc.date.issued	2017
dc.identifier.citation	Acta Polytechnica. 2017, vol. 11, no. 0, p. 22-30.
dc.identifier.issn	1210-2709 (print)
dc.identifier.issn	1805-2363 (online)
dc.identifier.uri	http://hdl.handle.net/10467/105930
dc.description.abstract	A comparative analysis using the programme ANSYS (FEM) deals with the generation of the computation model and with the assessment of the influence of the geogrids and the vertical lime-cement columns on the bearing capacity and deformation of the railway embankment on the less load-bearing subsoil. The graphic outputs give an overview of the field layout of equivalent stresses and deformation in the construction of the railway substructure.	en
dc.format.mimetype	application/pdf
dc.language.iso	eng
dc.publisher	České vysoké učení technické v Praze	cs
dc.publisher	Czech Technical University in Prague	en
dc.relation.ispartofseries	Acta Polytechnica
dc.relation.uri	https://ojs.cvut.cz/ojs/index.php/APP/article/view/4444
dc.rights	Creative Commons Attribution 4.0 International License	en
dc.rights.uri	http://creativecommons.org/licenses/by/4.0/
dc.title	COMPARATIVE ANALYSIS OF BEARING CAPACITY OF REINFORCED AND NON-REINFORCED RAILWAY EMBANKMENT
dc.type	article	en
dc.date.updated	2023-01-18T14:49:18Z
dc.identifier.doi	10.14311/APP.2017.11.0022
dc.rights.access	openAccess
dc.type.status	Peer-reviewed
dc.type.version	publishedVersion

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Acta Polytechnica CTU Proceedings. 2017, vol. 11 [18]

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