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dc.contributor.authorUrbonas, Kęstutis
dc.contributor.authorSližytė, Danutė
dc.contributor.authorMackevičius, Rimantas
dc.date.accessioned2023-09-18T16:41:10Z
dc.date.available2023-09-18T16:41:10Z
dc.date.issued2016
dc.identifier.issn1392-3730
dc.identifier.other(BIS)VGT02-000032089
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/115979
dc.description.abstractJust as other structural elements, ground slabs are an important unit of a building. It is especially true in the case of buildings, such as logistic centres, for which the primary purpose is storage of various goods. In this kind of buildings, floor slabs usually have high loads. For buildings where truck lifts are used, there are special requirements for flatness tolerance across and along the driving track of truck lifts. Therefore, the floor settlement differences in selected distances are limited. In localities where the soils under the floor slab are weak, they should be replaced or compacted. If these solutions are not possible or economically inappropriate, the slabs have to be supported on piles that must be based on strong deep soils. During the design process, it is very important to assign a proper value of rigidity of the piles. Pile stiffness has an enormous influence on the settlement of the slab as well as on the reinforcement intensity of the slab or even on the slab thickness. This paper presents the methodology for the evaluation of pile stiffness. In addition, it provides recommendations for the calculation of the floor slab on the piles. Calculations and obtained results confirmed the importance of certain design stages.eng
dc.formatPDF
dc.format.extentp. 690-698
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyICONDA
dc.relation.isreferencedbyINSPEC
dc.source.urihttp://www.tandfonline.com/doi/pdf/10.3846/13923730.2016.1176597
dc.subjectSD03 - Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques
dc.titleInfluence of the pile stiffness on the ground slab behaviour
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.references27
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
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.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.ltspecializationsC101 - Civilinės inžinerijos mokslo centras /
dc.subject.enStiffness coefficient
dc.subject.enPiles
dc.subject.enSettlements of a pile
dc.subject.enRC ground slab on piles
dc.subject.enReinforcement of the ground slab
dc.subject.enFlatness requirements
dcterms.sourcetitleJournal of civil engineering and management
dc.description.issueno. 5
dc.description.volumeVol. 22
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.doi000376794400011
dc.identifier.doi2-s2.0-84978370188
dc.identifier.doi10.3846/13923730.2016.1176597
dc.identifier.elaba16779702


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