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dc.contributor.authorKhalaj, Omid
dc.contributor.authorNejad, Sobhan Abedin
dc.contributor.authorJeníček, Štěpán
dc.date.accessioned2021-01-11T11:00:19Z-
dc.date.available2021-01-11T11:00:19Z-
dc.date.issued2020
dc.identifier.citationKHALAJ, O., NEJAD, S.A., JENÍČEK, Š. The effect of geocell reinforced embankment construction on the behavior of beneath soil layers using numerical analysis.. In: IOP Conference Series: Earth and Environmental Science. Bristol: IOP Publishing LTD, 2020. ISSN 1755-1307.cs
dc.identifier.issn1755-1307
dc.identifier.uri2-s2.0-85097996700
dc.identifier.urihttp://hdl.handle.net/11025/42394
dc.format6 s.cs
dc.format.mimetypeapplication/pdf
dc.language.isoenen
dc.publisherIOP Publishing LTDen
dc.relation.ispartofseriesIOP Conference Series: Earth and Environmental Scienceen
dc.rights© IOP Publishingen
dc.titleThe effect of geocell reinforced embankment construction on the behavior of beneath soil layers using numerical analysis.en
dc.typekonferenční příspěvekcs
dc.typeconferenceObjecten
dc.rights.accessopenAccessen
dc.type.versionpublishedVersionen
dc.description.abstract-translatedGeocell soil reinforcement method is became one of the common improvement method used in different aspects of geotechnical engineering. The experimental investigation using physical modelling is somehow complicated and needs more financial support especially when using saturated or partially saturated soil. That’s why nowadays, researchers are trying to use updated numerical methods to simulate the soil behaviour considering above conditions. In this paper, Geocell reinforcement method in embankment construction has been studied using Mohr-Coulomb model. The embankment is overlaid on two layers of soil with different moisture content conditions. The first layer beneath the embankment is a five-meter layer of dry soil and the second layer considered fully saturated soil. The results indicate that embankment reinforcement by Geocell has no significant effect on the excess pore water pressure while the settlement and stress distribution beneath the embankment is highly affected. © 2020 Institute of Physics Publishing. All rights reserved.en
dc.subject.translatedMohr-coulomben
dc.subject.translatedembankmenten
dc.subject.translatedgeocellen
dc.subject.translatedsaturated soilen
dc.subject.translatedsoil layersen
dc.identifier.doi10.1088/1755-1315/609/1/012015
dc.type.statusPeer-revieweden
dc.identifier.obd43929884
dc.project.IDLO1502/RoRTI - Rozvoj Regionálního technologického institutucs
Appears in Collections:Konferenční příspěvky / Conference Papers (RTI)
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