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Influence of calcite particles on mechanical properties of grouted sandy soil

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorMackevičius, Rimantas
dc.contributor.authorSližytė, Danutė
dc.contributor.authorZhilkina, Tatyana
dc.date.accessioned2025-05-12T12:02:52Z
dc.date.available2025-05-12T12:02:52Z
dc.date.issued2017
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157531
dc.description.abstractChemical and mineralogical content of sands has very high influence on uniaxial compressed strength of grouted soils. In this paper influence of calcite particles in sand on mechanical properties of grouted with urea-formaldehyde resin sandy soil is described. Long-lasting experimental laboratory investigations are executed. In result of our investigations we make conclusion, that addition of calcite particles in sandy soil decreased compressed strength of grouted soil specimens observed in time of 3 months.en_US
dc.format.extent4 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/157277en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internationalen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705817305866en_US
dc.subjectsanden_US
dc.subjectsoil stabilizationen_US
dc.subjectcalciteen_US
dc.subjectinjectionen_US
dc.subjecturea-formaldehyde resinen_US
dc.subjectcompressive strengthen_US
dc.subjectlaboratory testen_US
dc.titleInfluence of calcite particles on mechanical properties of grouted sandy soilen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.licenseCC BY NC NDen_US
dcterms.references16en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionVilniaus Gedimino technikos universitetasen_US
dc.contributor.institutionVilnius Gediminas Technical Universityen_US
dc.contributor.institutionMoscow State University of Civil Engineeringen_US
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineeringen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 172en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2017.02.080en_US


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Except where otherwise noted, this item's license is described as Kūrybinių bendrijų licencija / Creative Commons licence