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Soil Improvement Using Rigid Large Elements in the Engineering Practice of the Republic of Belarus

dc.contributor.authorKravtsov, Vladimir
dc.contributor.authorSeskov, Valery
dc.contributor.authorLapatin, Pavel
dc.contributor.authorYakunenko, Sergey
dc.date.accessioned2026-04-07T12:24:22Z
dc.date.available2026-04-07T12:24:22Z
dc.date.issued2016
dc.identifier.isbn9786094579578en_US
dc.identifier.issn2424-5968en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/160186
dc.description.abstractThe results of research and development of methods for the calculation, design and practical application of a method for technique of improvement soft soil bases for slab foundations with the use of rigid large elements are reported. The optimal percentage of rigid elements, structural characteristics of improved soils (increment and diameter of rigid elements) are presented and principles for their calculation and design are given. As exemplified by a specific construction site, it is demonstrated that technological schemes for the arrangement of improved soils, developed by RUE Institute BelNIIS, reduce the deformability of soft soil bases by four times and more.en_US
dc.format.extent7 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/160145en_US
dc.source.urihttp://bsgc2016.vgtu.lt/Abstracts/3/025.htmlen_US
dc.subjectsoft soil base (Е ≤ 7 MPa)en_US
dc.subjectsoil improvement with the use of rigid elementsen_US
dc.subjectresearchen_US
dc.subjectdirect shear box testen_US
dc.subjectplate loading tests (PLT)en_US
dc.subjectdeformation modulusen_US
dc.subjectcalculationen_US
dc.subjectdesignen_US
dc.titleSoil Improvement Using Rigid Large Elements in the Engineering Practice of the Republic of Belarusen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.alternativeDesign experiences and theoretical solutionsen_US
dcterms.issued2016-09-24
dcterms.references11en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionRUE “Institute “BelNIIS”en_US
dcterms.sourcetitle13th Baltic Sea region geotechnical conference. Historical experience and challenges of geotechnical problems in Baltic Sea region, 2016en_US
dc.identifier.eisbn9786094579561en_US
dc.identifier.eissn2424-5976en_US
dc.publisher.nameVilnius Gediminas Technical Universityen_US
dc.publisher.nameVilniaus Gedimino technikos universitetasen_US
dc.publisher.countryLithuaniaen_US
dc.publisher.countryLietuvaen_US
dc.publisher.cityVilniusen_US
dc.identifier.doihttp://doi.org/10.3846/13bsgc.2016.025en_US


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