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dc.contributor.authorSkuodis, Šarūnas
dc.contributor.authorDaugevičius, Mykolas
dc.contributor.authorMedzvieckas, Jurgis
dc.contributor.authorŠneideris, Arnoldas
dc.contributor.authorJokūbaitis, Aidas
dc.contributor.authorRastenis, Justinas
dc.contributor.authorValivonis, Juozas
dc.date.accessioned2023-12-22T07:06:33Z
dc.date.available2023-12-22T07:06:33Z
dc.date.issued2024
dc.identifier.urihttps://etalpykla.vilniustech.lt/xmlui/handle/123456789/153723
dc.description.abstractThis manuscript represents a historical influence of Gediminas Hill constructions and buildings for nowadays condition. According to latest investigations realized in 2019–2020 and obtained results, it was prepared three-dimensional numerical model. In this model it is included Gediminas Hill geological profiles with geotechnical parameters and Gediminas Castle remains (including pedestrian path, tunnels, funicular, etc.). Due to a very large computational resources necessity simulations realized in a private Vilnius Gediminas Technical University cloud. Created numerical model allows to simulate nowadays problems, mainly – slope stability. Gediminas Hill slope stability is lowest at the slope surfaces, where is the thickest technogenic soil layers. According to the shape and size of possible landslides formations, landslides assigned to shallow local landslides. Updated in-situ investigation results are used in the numerical model and it allows to simulate various environmental conditions which are affecting slopes stability and, in some case, can make influence for Gediminas Castel remains.eng
dc.formatPDF
dc.format.extentp. 3-16
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_1
dc.titleRemains of Gediminas Castle hill (Vilnius, Lithuania): 3D numerical model behaviour
dc.typeStraipsnis konferencijos darbų leidinyje Scopus DB / Paper in conference publication in Scopus DB
dcterms.references32
dc.type.pubtypeP1b - Straipsnis konferencijos darbų leidinyje Scopus DB / Article in conference proceedings Scopus DB
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.contributor.facultyFundamentinių mokslų fakultetas / Faculty of Fundamental Sciences
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
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.enGediminas Castle
dc.subject.enGediminas Hill
dc.subject.enlandslide
dc.subject.en3D numerical model
dc.subject.enslope stability
dcterms.sourcetitleModern Building Materials, Structures and Techniques MBMST 2023, 5-6 October, Vilnius, Lithuania / J.A.O. Barros, G. Kaklauskas, E.K. Zavadskas (eds)
dc.publisher.nameSpringer Nature
dc.publisher.cityCham
dc.identifier.doi10.1007/978-3-031-44603-0_1
dc.identifier.elaba180077865


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