Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/5954
Title: Permeability properties of self-consolidating concrete containing various supplementary cementitious materials
Authors: Saleh Ahari, Reza
Erdem, Tahir Kemal
Ramyar, Kambiz
Erdem, Tahir Kemal
Izmir Institute of Technology. Civil Engineering
Keywords: Compressive strength
Rapid chloride permeability
Self-consolidating concrete
Water absorption
Sorptivity
Supplementary cementitious materials
Issue Date: 15-Mar-2015
Publisher: Elsevier Ltd.
Source: Saleh Ahari, R., Erdem, T.K., and Ramyar, K. (2015). Permeability properties of self-consolidating concrete containing various supplementary cementitious materials. Construction and Building Materials, 79, 326-336. doi:10.1016/j.conbuildmat.2015.01.053
Abstract: In this study, permeability properties of 17 self-consolidating concrete (SCC) mixtures containing various supplementary cementitious materials (SCM) were investigated by different experimental approaches. The effects of SCM type and content on the compressive strength, rapid chloride ion permeability (RCPT), water penetration depth, water absorption and sorptivity were studied. For these purposes, various amounts of silica fume (SF), metakaolin (MK), Class F fly ash (FAF), Class C fly ash (FAC) and granulated blast-furnace slag (BFS) were utilized in binary, ternary, and quaternary cementitious blends. Results showed that partial replacement of PC by SCM increased the compressive strength of control mixtures at 28 and 90 days (except for FAF at 28 days). Mixtures containing MK presented a better performance compared to other SCM at 7 days. The utilization of SCM reduced the RCPT results of almost all mixtures compared to the control mixtures and the reduction was more significant with an increase in the SCM content. All of the mixtures containing SCM had lower penetration depths when compared to reference mixtures at 28 and 90 days. Good correlations were established between the percentage of permeable voids and water absorption. Moreover, there was an inverse but almost linear relationship between permeable voids content and compressive strength of the mixtures.
URI: https://doi.org/10.1016/j.conbuildmat.2015.01.053
http://hdl.handle.net/11147/5954
ISSN: 0950-0618
1879-0526
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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