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Fatih Bektas

Researcher at Iowa State University

Publications -  41
Citations -  993

Fatih Bektas is an academic researcher from Iowa State University. The author has contributed to research in topics: Cementitious & Compressive strength. The author has an hindex of 15, co-authored 39 publications receiving 833 citations. Previous affiliations of Fatih Bektas include University of California & Middle East Technical University.

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Effects of crushed clay brick aggregate on mortar durability

TL;DR: In this paper, the effects of recycled clay brick, used as a part of fine aggregate, on mortar durability were investigated, and the results showed that as the brick replacement level increased, the mortar flowability reduced.
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Use of ground clay brick as a pozzolanic material to reduce the alkali-silica reaction

TL;DR: In this paper, the authors used ground clay bricks (GCB) as a pozzolanic material to minimize the alkali-silica reaction expansion and found that the GCBs were effective in suppressing the reaction expansion.

Guide for Roller-Compacted Concrete Pavements

TL;DR: A detailed overview of RCC properties and materials, mixture proportioning, structural design, and production and construction considerations, plus troubleshooting guidelines and an extensive reference list for more comprehensive information can be found in this paper.
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Effect of large amounts of natural pozzolan addition on properties of blended cements

TL;DR: In this paper, the effects of 35, 45, and 55 wt.% natural pozzolan addition on the properties of blended cement pastes and mortars were investigated.
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Effect of material characteristics on the properties of blended cements containing high volumes of natural pozzolans

TL;DR: In this article, the effect of three different natural pozzolans from Turkish deposits on the properties of blended cements produced by intergrinding cement clinker with a high volume of natural Pozzolan (55 wt.% of the cementitious material) was investigated.