Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/8890
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dc.contributor.authorErdem, Tahir Kemal-
dc.contributor.authorBilgiç, Esra-
dc.contributor.authorKanpara Cıvaş, Züleyha-
dc.date.accessioned2020-07-18T08:34:06Z-
dc.date.available2020-07-18T08:34:06Z-
dc.date.issued2019-
dc.identifier.issn0950-0618-
dc.identifier.issn1879-0526-
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2019.116849-
dc.identifier.urihttps://hdl.handle.net/11147/8890-
dc.description.abstractThere are different methods in literature to evaluate the robustness of highly fluid cementitious mixtures. However, no one of them gained widely acceptance due to the relative advantages and disadvantages involved in each of them. Therefore, there is still need for further research on this topic. This study proposes a new and relatively easy method for quantifying the robustness of self-consolidating grouts by calculating so-called robustness indices. Due to the more difficulty to produce robust mixtures for highly fluid mixtures obtained by very powerful chemicals, the method is based on the variations in the superplasticizer (SP) type and amount. Mineral admixture (fly ash or limestone powder) usage and water-to-binder ratio (w/b) were other parameters investigated in this study. It was found that SP type was the most important factor affecting the robustness. The effect of w/b was less when compared to SP type. The mixtures containing naphthalene-based SP were more robust than those containing polycarboxylate-based SP. Mineral admixture type and amount had the least effect on robustness. (C) 2019 Elsevier Ltd. All rights reserved.en_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectRobustnessen_US
dc.subjectSuperplasticizeren_US
dc.subjectWorkabilityen_US
dc.subjectSelf-consolidating groutsen_US
dc.titleA new method to quantify the robustness of self-consolidating groutsen_US
dc.typeArticleen_US
dc.institutionauthorErdem, Tahir Kemal-
dc.institutionauthorBilgiç, Esra-
dc.institutionauthorKanpara Cıvaş, Züleyha-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume229en_US
dc.identifier.wosWOS:000498306100077en_US
dc.identifier.scopus2-s2.0-85072218003en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1016/j.conbuildmat.2019.116849-
dc.relation.doi10.1016/j.conbuildmat.2019.116849en_US
dc.coverage.doi10.1016/j.conbuildmat.2019.116849en_US
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityQ1-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeArticle-
crisitem.author.dept03.03. Department of Civil Engineering-
crisitem.author.dept01. Izmir Institute of Technology-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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