Assessment of Alternative Segregation Test Methods for Self-Consolidating Heavyweight Concrete

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Özet

This investigation is focused on the use of alternative segregation test methods on high-performance self-consolidating heavyweight concrete. Many segregation test methods have been developed by researchers up to now; however, the disadvantages of these methods, such as being time-consuming, the requirement of excessive labor, and the lack of precision, cannot ensure their worldwide prevalence. In the study, the segregation limitations stated in various test methods, that is, the column test, density variation method, and 3-compartment sieve test, were evaluated on self-consolidating heavyweight concrete produced with barite aggregate. For this purpose, in total, eight self-consolidating heavyweight concrete mixtures designed in two water/binder ratios were prepared by replacing viscosity modifier, silica fume, and fly ash with ordinary Portland cement in different amounts. The mixtures were constituted in satisfactory segregation grades, allowing researchers to evaluate the relationship between those methods. The segregation coefficient limits of the column test, density variation method, and 3-compartment sieve test are recommended as 7%, 1%, and 6.3% for the self-consolidating heavyweight concrete mixtures tested in the study.

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dc.contributor.authorGökçe, H. Suleyman
dc.contributor.authorAksan, Umut
dc.contributor.authorAndiç-Çakir, Ozge
dc.date.accessioned2026-10-29T19:12:54.719597191Z
dc.date.available2026-10-29T19:12:54.719597191Z
dc.date.issued2019-11
dc.description.abstractThis investigation is focused on the use of alternative segregation test methods on high-performance self-consolidating heavyweight concrete. Many segregation test methods have been developed by researchers up to now; however, the disadvantages of these methods, such as being time-consuming, the requirement of excessive labor, and the lack of precision, cannot ensure their worldwide prevalence. In the study, the segregation limitations stated in various test methods, that is, the column test, density variation method, and 3-compartment sieve test, were evaluated on self-consolidating heavyweight concrete produced with barite aggregate. For this purpose, in total, eight self-consolidating heavyweight concrete mixtures designed in two water/binder ratios were prepared by replacing viscosity modifier, silica fume, and fly ash with ordinary Portland cement in different amounts. The mixtures were constituted in satisfactory segregation grades, allowing researchers to evaluate the relationship between those methods. The segregation coefficient limits of the column test, density variation method, and 3-compartment sieve test are recommended as 7%, 1%, and 6.3% for the self-consolidating heavyweight concrete mixtures tested in the study.
dc.identifier.articlenumber4019277
dc.identifier.doi10.1061/(asce)mt.1943-5533.0002946
dc.identifier.eissn1943-5533
dc.identifier.issn0899-1561
dc.identifier.issue11
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/bayburt/14103
dc.identifier.volume31
dc.identifier.wosWOS:000486184800008
dc.language.isoen
dc.publisherASCE-AMER SOC CIVIL ENGINEERS
dc.relation.ispartofJOURNAL OF MATERIALS IN CIVIL ENGINEERING
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectSelf-consolidating heavyweight concrete
dc.subjectColumn test
dc.subjectDensity variation method
dc.subject3-compartment sieve test
dc.subjectVisual stability index
dc.subject.classificationConstruction & Building Technology
dc.subject.classificationEngineering, Civil
dc.subject.classificationMaterials Science, Multidisciplinary
dc.subject.classificationEngineering
dc.subject.classificationMaterials Science
dc.subject.otherATTENUATION COEFFICIENTS
dc.subject.otherCOMPACTING CONCRETE
dc.subject.otherDYNAMIC STABILITY
dc.subject.otherFLY-ASH
dc.subject.otherFLUIDITY
dc.subject.otherRAY
dc.subject.otherRESISTANCE
dc.subject.otherVIBRATION
dc.subject.otherAGGREGATE
dc.titleAssessment of Alternative Segregation Test Methods for Self-Consolidating Heavyweight Concrete
dc.typeArticle
rdl.citation.openalex7
rdl.citation.wos5
rdl.oa.statusclosed
rdl.scopus.quartileQ1
rdl.sdgSDG09
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)