Remediation of a railway embankment using geocells and deep soil mixing - a numerical analysis

dc.contributor.authorŠtefaňák, Jancs
dc.contributor.authorVašina, Josefcs
dc.coverage.issue1cs
dc.coverage.volume32cs
dc.date.accessioned2022-02-15T15:54:26Z
dc.date.available2022-02-15T15:54:26Z
dc.date.issued2022-01-19cs
dc.description.abstractProgressive settlement of the embankment under the railway track near Ždár nad Sázavou, the Czech Republic, has been observed for many years. Immediate improvement was needed to secure the safety of the traffic and to increase the travel speed of the track. The reconstruction work consisted of deep soil mixing. Also, a load spreading geocell reinforced mattress was designed. The evaluation of the proposed solution by means of numerical modelling and associated laboratory testing is described in the paper.en
dc.formattextcs
dc.format.extent25-31cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationActa Polytechnica CTU Proceedings. 2022, vol. 32, issue 1, p. 25-31.en
dc.identifier.doi10.14311/APP.2022.32.0025cs
dc.identifier.isbn978-80-01-06944-8cs
dc.identifier.issn2336-5382cs
dc.identifier.other176071cs
dc.identifier.urihttp://hdl.handle.net/11012/203916
dc.language.isoencs
dc.publisherCzech Technical University in Praguecs
dc.relation.ispartofActa Polytechnica CTU Proceedingscs
dc.relation.urihttps://ojs.cvut.cz/ojs/index.php/APP/article/view/7859cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2336-5382/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectGeocellen
dc.subjectdeep soil mixingen
dc.subjectremediationen
dc.subjectnumerical modellingen
dc.titleRemediation of a railway embankment using geocells and deep soil mixing - a numerical analysisen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-176071en
sync.item.dbtypeVAVen
sync.item.insts2023.02.13 12:54:37en
sync.item.modts2023.02.13 12:14:19en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav geotechnikycs
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