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dc.contributorLazović, Miloš
dc.contributorRadovanović, Janko
dc.creatorLazović, Marija
dc.date.accessioned2023-01-09T11:55:59Z
dc.date.available2023-01-09T11:55:59Z
dc.date.issued2020
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2982
dc.description.abstractDuring the previous period, large and uneven settlements of the ''UNIVEREXPORT'' distribution center occurred on one part of the main structure and foundation slab. These settlements are such that they affect the normal functioning of the object. The structure of the object on the columns, is founded on "Franki" piles, and the floor construction directly on the ground over a layer of tiles. This floor structure is loaded with extremely high vertical live loads. Based on the analysis of variant solutions, the most favorable solution was adopted as strengthening of the floor structure by jacking a certain number of composite piles into the ground until the required load-bearing capacity is achieved.sr
dc.language.isosrsr
dc.publisherDruštvo građevinskih konstruktera Srbijesr
dc.relationinfo:eu-repo/grantAgreement/MESTD/Integrated and Interdisciplinary Research (IIR or III)/42012/RS//sr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceSimpozijum 2020, Društvo građevinskih konstruktera Srbije, 24-26. septembar 2020. Aranđelovacsr
dc.subjectdifferential settlementssr
dc.subjectrehabilitation and reinforcement of the foundation structuresr
dc.subject''Mega'' pilessr
dc.titleOjačanje i sanacija elemenata temeljne konstrukcije distributivnog centra UNIVEREXPORTsr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.identifier.fulltexthttp://grafar.grf.bg.ac.rs/bitstream/id/11327/DGKS_LAZOVIC_ceo_rad_.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2982
dc.type.versionpublishedVersionsr


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