Effect of waste concrete powder on slag-based sustainable geopolymer composite mortars
  
Yazarlar (4)
Dr. Öğr. Üyesi Erdinç Halis ALAKARA Tokat Gaziosmanpaşa Üniversitesi, Türkiye
Özer Sevim Kırıkkale Üniversitesi, Türkiye
İlhami Demir Kırıkkale Üniversitesi, Türkiye
Gazi Günel Kırıkkale Üniversitesi, Türkiye
Makale Türü Açık Erişim Özgün Makale (Ulusal alan endekslerinde (TR Dizin, ULAKBİM) yayınlanan tam makale)
Dergi Adı Challenge Journal of Concrete Research Letters
Dergi ISSN 2548-0928 Scopus Dergi
Dergi Tarandığı Indeksler TR DİZİN
Makale Dili İngilizce Basım Tarihi 09-2022
Cilt / Sayı / Sayfa 13 / 3 / 101–106 DOI 10.20528/cjcrl.2022.03.003
Makale Linki http://dx.doi.org/10.20528/cjcrl.2022.03.003
Özet
In this study, the effect of waste concrete powder (WCP) on slag-based geopolymer composite mortars was investigated. Blast furnace slag (BFS) and WCP were used as binders in geopolymer mortars. WCP was substituted into the geopolymer mortar composites at rates of 10%, 20%, 30%, and 40% by weight of slag. Sodium hydroxide (NaOH) solution was used as the alkali activator in the mixtures and the solution activator concentration was chosen as 16 molars (M). After the prepared mortars were cured at 100°C for 24 hours, they were subjected to flexural strength (ffs), compressive strength (fcs), and ultrasonic pulse velocity (UPV) tests. Results showed that ffs, fcs, and UPV decreased with the increase in WCP replacement ratio. These decrements were seen clearly, especially after the 20% replacement ratio. However, despite these decrements, the compressive strengths of all groups were found to be above 50 MPa. In addition, it is thought that environmental pollution can be reduced by using WCP in geopolymer composite mortars.
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