The effect of soil grain size on the deformation properties of reinforced geocell layers

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dc.contributor.authorLuňáčková, Barbara
dc.contributor.authorMohyla, Marek
dc.contributor.authorPinka, Miroslav
dc.date.accessioned2019-12-03T05:54:50Z
dc.date.available2019-12-03T05:54:50Z
dc.date.issued2019
dc.description.abstractThe effect of backfill material grading on the behaviour of geocell reinforced layers was experimentally investigated in this study. A series of loading tests were performed on a model with geocell reinforced and unreinforced layers. Five types of crushed aggregates were used as backfill materials in the experiment. The results showed that geocell reinforcement increased the deformation parameters. The rate of increase of the deformation characteristics depended on the backfill material grading.cs
dc.description.firstpage476cs
dc.description.issue5cs
dc.description.lastpage482cs
dc.description.sourceWeb of Sciencecs
dc.description.volume59cs
dc.identifier.citationActa Polytechnica. 2019, vol. 59, issue 5, p. 476-482.cs
dc.identifier.doi10.14311/AP.2019.59.0476
dc.identifier.issn1210-2709
dc.identifier.issn1805-2363
dc.identifier.urihttp://hdl.handle.net/10084/138999
dc.identifier.wos000494638900007
dc.language.isoencs
dc.publisherČeské vysoké učení technické v Prazecs
dc.relation.ispartofseriesActa Polytechnicacs
dc.relation.urihttps://doi.org/10.14311/AP.2019.59.0476cs
dc.rights© Czech Technical University in Prague, 2019cs
dc.rights.accessopenAccesscs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectgeocellcs
dc.subjectgradingcs
dc.subjectcrushed materialcs
dc.subjectload plate testcs
dc.subjectdeformation moduluscs
dc.titleThe effect of soil grain size on the deformation properties of reinforced geocell layerscs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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