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Cengiz Duran Atiş

Researcher at Erciyes University

Publications -  93
Citations -  5364

Cengiz Duran Atiş is an academic researcher from Erciyes University. The author has contributed to research in topics: Compressive strength & Fly ash. The author has an hindex of 31, co-authored 82 publications receiving 4059 citations. Previous affiliations of Cengiz Duran Atiş include Abdullah Gül University & Çukurova University.

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Wet and dry cured compressive strength of concrete containing ground granulated blast-furnace slag

TL;DR: In this paper, the compressive strength of ground granulated blast-furnace slag (GGBFS) concrete was studied under dry and wet curing conditions, and it was found that the GGBFS concrete cured at 65% relative humidity (RH) was influenced more than that of normal Portland cement (NPC) concrete.
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Effect of Granulated Blast Furnace Slag and fly ash addition on the strength properties of lightweight mortars containing waste PET aggregates

TL;DR: In this paper, the effect of Granulated Blast Furnace Slag (GBFS) and fly ash (FA) addition on the strength properties of lightweight mortars containing waste Poly-ethylene Terephthalate (PET) bottle aggregates was investigated.
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Carbonation-Porosity-Strength Model for Fly Ash Concrete

TL;DR: In this paper, the authors report the findings of a laboratory study including compressive strength, accelerated carbonation depth, and porosity properties of concrete mixtures made with fly ash and normal portland cement.
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Alkali activation of mortars containing different replacement levels of ground granulated blast furnace slag

TL;DR: In this paper, carbonation resistance measurements and compressive and flexural strength tests were performed on the mortar specimens with size of 40×-40-×-160mm, and the findings obtained from the tests showed that carbonation depth values of the mortars decreased with the increase of activator dosage.
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Dual effectiveness of freezing–thawing and sulfate attack on high-volume slag-incorporated ECC

TL;DR: In this paper, the dual effect of freeze-thaw cycles with sodium sulfate solution on the performance of non-air-entrained Engineering Cementitious Composites (ECCs) with high volumes of slag was investigated.