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dc.contributor.authorSeip, Matthias
dc.contributor.authorHassan, Mohamed
dc.contributor.authorKatzenbach, Rolf
dc.contributor.authorLeppla, Steffen
dc.contributor.authorNorkus, Arnoldas
dc.date.accessioned2023-12-22T07:05:09Z
dc.date.available2023-12-22T07:05:09Z
dc.date.issued2024
dc.identifier.other(crossref_id)154238111
dc.identifier.urihttps://etalpykla.vilniustech.lt/xmlui/handle/123456789/153476
dc.description.abstractBetween two banks of the River Main in Frankfurt, Germany, a new high-rise building is planned with a challenging structural concept. The geotechnical boundary conditions, such as the location of the building, nearby sensitive traffic and infrastructures and quay walls defines the complexity of the nature of the project. The quay walls are more than 100 years and should be kept unaffected during and after the construction phases. The high-rise building will have a height of about 75 m and will be founded on a Combined Pile-Raft Foundation (CPRF) in the tertiary, soft marl. For analysis of the stability and the serviceability of the heavily eccentric loaded foundation of the new high-rise building and the existing structures and for the investigation of the soil-structure interaction complex three-dimensional, non-linear numerical simulations have been carried out. The paper introduces into a very complex construction project in which the realistic consideration of the soil-structure interaction is very important for the serviceability of the foundation of the planned high-rise building as well as for the surrounding infrastructure.eng
dc.formatPDF
dc.format.extentp. 632-642
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_65
dc.titleConstruction of a high-rise building near sensitive infrastructures and the resulting soil-structure interaction
dc.typeStraipsnis konferencijos darbų leidinyje Scopus DB / Paper in conference publication in Scopus DB
dcterms.references14
dc.type.pubtypeP1b - Straipsnis konferencijos darbų leidinyje Scopus DB / Article in conference proceedings Scopus DB
dc.contributor.institutionIngenieursozietät Professor Dr.-Ing. Katzenbach GmbH
dc.contributor.institutionFrankfurt University of Applied Sciences
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.vgtuprioritizedfieldsSD0101 - Pažangios statinių konstrukcijos / Smart building structures
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.enCPRF
dc.subject.endeep foundation
dc.subject.enhigh-rise buildings
dc.subject.ennumerical analysis
dc.subject.ensoil-structure interaction
dcterms.sourcetitleModern Building Materials, Structures and Techniques MBMST 2023, 5-6 October, Vilnius, Lithuania
dc.publisher.nameSpringer
dc.publisher.cityCham
dc.identifier.doi154238111
dc.identifier.doi2-s2.0-85175971702
dc.identifier.doi85175971702
dc.identifier.doi0
dc.identifier.doi10.1007/978-3-031-44603-0_65
dc.identifier.elaba182614373


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