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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.accessioned2023-09-18T20:50:57Z
dc.date.available2023-09-18T20:50:57Z
dc.date.issued2023
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/152978
dc.description.abstractActive geological processes are still observed on the slopes of Gediminas Hill. These processes lead to shallow landslides which are forming in Holocene technogenic soils (t IV). The history of technogenic soils appearance and their thickness on the Gediminas Hill surface is diverse. The main Gediminas Hill soil formation and surface changes during the Gediminas Upper and Lower castle construction periods are presented in this manuscript. According to currently existing Gediminas Hill engineering geological and geotechnical conditions and data on the constructions investigations the numerical 3D finite element model was prepared. This model includes geological layers and all constructions (including also tunnels). Due to the huge number of finite elements, numerical simulations were realized in a private Vilnius Gediminas Technical University cloud. Cloud services were chosen to quickly respond to changing needs of computing resource which demands calculations capacity up to 1015 GB RAM. According to prepared numerical 3D model the possible shallow landslides areas were found. Identified areas correlate with data on the slopes displacements measurements. Numerical 3D model allows to make a prognosis of possible shallow landslides formation.eng
dc.formatPDF
dc.format.extentp. 1204-1211
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.ispartofseriesRILEM Bookseries Vol. 46 2211-0844 2211-0852
dc.relation.isreferencedbySpringerLink
dc.source.urihttps://link.springer.com/book/10.1007/978-3-031-39450-8
dc.source.urihttps://link.springer.com/chapter/10.1007/978-3-031-39450-8_98
dc.titleIdentification of Gediminas Hill possible landslides formations zones
dc.typeStraipsnis konferencijos darbų leidinyje kitoje DB / Paper in conference publication in other DB
dcterms.references14
dc.type.pubtypeP1c - Straipsnis konferencijos darbų leidinyje kitoje DB / Article in conference proceedings in other 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 Hill
dc.subject.enlandslide
dc.subject.en3D numerical model
dc.subject.enslope stability
dc.subject.engeological processes
dcterms.sourcetitle13th International Conference on Structural Analysis of Historical Constructions (SAHC 2023), 11-15 September, Kyoto, Japan
dc.description.volumeVol. 2
dc.publisher.nameSpringer
dc.publisher.cityCham
dc.identifier.doi10.1007/978-3-031-39450-8_98
dc.identifier.elaba176138821


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