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dc.contributor.authorLekstutytė, Ieva
dc.contributor.authorMoliakovaitė, Greta
dc.contributor.authorŽaržojus, Gintaras
dc.contributor.authorGadeikis, Saulius
dc.contributor.authorSkuodis, Šarūnas
dc.date.accessioned2023-12-22T07:07:14Z
dc.date.available2023-12-22T07:07:14Z
dc.date.issued2024
dc.identifier.urihttps://etalpykla.vilniustech.lt/xmlui/handle/123456789/153806
dc.description.abstractAll the sediments discharged from the Quaternary glaciers differ in their granulometric and mineral composition. Tills, sands, and clays cover unevenly sized areas in various places. However, during engineering geological and geotechnical investigations, the most found types of till soil are sandy low plasticity clay (saClL), sandy low plasticity clay-silt (saClL-SiL), and clayey sand (clSa). The last two mentioned are intermediate till soils which are mostly assigned as Medininkai glacial deposits. The analyzed intermediate glacial till deposits are distributed in the eastern part of Lithuania, where the biggest and the most complex buildings are being designed. During the research, about 80 moraine samples from the entire territory of Lithuania were investigated. Several samples were analysed using an SEM microscope. From all the obtained data a database was created, where all the data was summarized and analysed in P.K Robertson’s graphs with SBT (Ic) zones. After research, intermediate till soil is characterized by low natural moisture content and high natural density, and it practically always has low plasticity, so the porosity rate of these soils is relatively low. This soil is less compressible. Investigated soil during this study mainly takes the position into P.K Robertson’s graphs zones 4 (Silt mixtures) and 5 (Sand mixtures) mixtures where the Ic zone is 2.60. After research with an SEM, it can be stated that clay mineral mixtures (illite-smectite) and not clay minerals predominate in the investigated soils’ clay fraction.eng
dc.formatPDF
dc.format.extentp. 612-622
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.ispartofseriesLecture Notes in Civil Engineering vol. 392 2366-2557 2366-2565
dc.relation.isreferencedbyScopus
dc.source.urihttps://link.springer.com/chapter/10.1007/978-3-031-44603-0_63
dc.titleIntermediate till soil properties and distinctive features
dc.typeStraipsnis konferencijos darbų leidinyje Scopus DB / Paper in conference publication in Scopus DB
dcterms.references25
dc.type.pubtypeP1b - Straipsnis konferencijos darbų leidinyje Scopus DB / Article in conference proceedings Scopus DB
dc.contributor.institutionVilniaus universitetas
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.researchfieldN 005 - Geologija / Geology
dc.subject.studydirectionE05 - Statybos inžinerija / Civil engineering
dc.subject.vgtuprioritizedfieldsSD0101 - Pažangios statinių konstrukcijos / Smart building structures
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.entill soil
dc.subject.enMedininkai glaciation
dc.subject.ensoil composition
dc.subject.enP.K. Robertson normalized CPT soil behaviour type graph
dc.subject.ensoil behaviour (SBT) index Ic
dcterms.sourcetitleModern Building Materials, Structures and Techniques MBMST 2023, 5-6 October, Vilnius, Lithuania
dc.publisher.nameSpringer Nature
dc.publisher.cityCham
dc.identifier.doi10.1007/978-3-031-44603-0_63
dc.identifier.elaba181524036


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