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dc.creatorRomakov, Zoran
dc.creatorJanković, Ksenija
dc.creatorKačarević, Z.
dc.creatorLončar, Ljiljana
dc.date.accessioned2022-04-18T14:57:57Z
dc.date.available2022-04-18T14:57:57Z
dc.date.issued2005
dc.identifier.isbn978-981-16-7948-3
dc.identifier.urihttp://rims.institutims.rs/handle/123456789/39
dc.description.abstractFor reconstruction of northwest breakwater in Tripoli harbour / Libya, about 4500 m long, it is necessary to produce various concrete elements (cubes and accropodes) in total amount of 550000 m 3 . Volumes of cubes are 6.3, 8.5 and 12.7 m 3 , volumes of accropodes are 6.3 and 9.0 m 3 . After preliminary trials and trial production optimum mix proportion has been chosen, meeting requirements of Technical specifications. One of the reasons for concrete blocks cracking is temperature difference between core and outher surface of the blocks, so we made blocks with new mix proportions (three different cement content). Measuring of temperatures has been performed in three characteristic points: in the middle of the cube, in the middle of vertical outer surface and in the middle of horizontal upper edge. Finally we accepted optimal mix proportion.en
dc.publisherThomas Telford Services Ltd
dc.rightsrestrictedAccess
dc.sourceProceedings of the International Conference on Concrete for Transportation Infrastructure
dc.subjectTemperatureen
dc.subjectMarine structureen
dc.subjectConcreteen
dc.subjectCompressive strengthen
dc.titleSome experience of concrete design in marine structuresen
dc.typeconferenceObject
dc.rights.licenseARR
dc.citation.epage348
dc.citation.other: 341-348
dc.citation.spage341
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_rims_39
dc.identifier.scopus2-s2.0-33645284438
dc.type.versionpublishedVersion


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