A New Method To Quantify the Robustness of Self-Consolidating Grouts

dc.contributor.author Erdem, Tahir Kemal
dc.contributor.author Bilgiç, Esra
dc.contributor.author Kanpara Cıvaş, Züleyha
dc.coverage.doi 10.1016/j.conbuildmat.2019.116849
dc.date.accessioned 2020-07-18T08:34:06Z
dc.date.available 2020-07-18T08:34:06Z
dc.date.issued 2019
dc.description.abstract There 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.identifier.doi 10.1016/j.conbuildmat.2019.116849 en_US
dc.identifier.issn 0950-0618
dc.identifier.issn 1879-0526
dc.identifier.scopus 2-s2.0-85072218003
dc.identifier.uri https://doi.org/10.1016/j.conbuildmat.2019.116849
dc.identifier.uri https://hdl.handle.net/11147/8890
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.relation.ispartof Construction and Building Materials en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Robustness en_US
dc.subject Superplasticizer en_US
dc.subject Workability en_US
dc.subject Self-consolidating grouts en_US
dc.title A New Method To Quantify the Robustness of Self-Consolidating Grouts en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Erdem, Tahir Kemal
gdc.author.institutional Bilgiç, Esra
gdc.author.institutional Kanpara Cıvaş, Züleyha
gdc.bip.impulseclass C5
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gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.volume 229 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W2972435598
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gdc.oaire.sciencefields 0211 other engineering and technologies
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.sciencefields 0201 civil engineering
gdc.openalex.collaboration National
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gdc.opencitations.count 2
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