Geogrid Reinforced Subbase under the Impact of Mining Subsidence

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dc.contributor.authorKałuźa, Mateusz
dc.contributor.authorKotasiński, Miroslaw
dc.date.accessioned2021-02-17T08:14:33Z
dc.date.available2021-02-17T08:14:33Z
dc.date.issued2020
dc.description.abstractInfluence of geosynthetic localization in subbase was examined considering its effectiveness and mining influences. Large-scale apparatus was used to simulate horizontal unloosing strains εr. A coefficient of lateral earth pressure Kε determined on horizontal and vertical stresses was used to compare effectiveness of geosynthetic in different height of subbase. Results for unreinforced and reinforced subbase were compared. Implementation of geosynthetic reinforcement allowed to withstand higher values of horizontal unloosing strains εr.cs
dc.description.placeofpublicationOstravacs
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2020, roč. 20, č. 2, s. 53-57 : il.cs
dc.identifier.doi10.35181/tces-2020-0018
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/142843
dc.languageNeuvedenocs
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.relation.urihttp://tces.vsb.cz/Home/ArticleDetail/510
dc.rights© Vysoká škola báňská - Technická univerzita Ostrava
dc.rightsAttribution-NoDerivatives 4.0 International*
dc.rights.accessopenAccess
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/*
dc.subjectgeogrid reinforcementcs
dc.subjectglass fibre meshcs
dc.subjectmining subsidencecs
dc.subjectreinforced subgradecs
dc.titleGeogrid Reinforced Subbase under the Impact of Mining Subsidencecs
dc.typearticlecs
dc.type.statusPeer-reviewed
dc.type.versionpublishedVersion

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Řada stavební. 2020, roč. 20 / Civil Engineering Series. 2020, vol. 20