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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Lomboy, Gilson R. / Bektas, Fatih / Wang, Kejin (2016): Extended Use of Limestone Fines in Various Concretes. In: Journal of Civil Engineering and Architecture, v. 10, n. 9 (September 2016).

    https://doi.org/10.17265/1934-7359/2016.09.003

  2. Bektas, Fatih / Turanlı, Lütfullah / Wang, Kejin / Ceylan, Halil (2007): Comparative Performance of Ground Clay Brick in Mitigation of Alkali–Silica Reaction. In: Journal of Materials in Civil Engineering (ASCE), v. 19, n. 12 (December 2007).

    https://doi.org/10.1061/(asce)0899-1561(2007)19:12(1070)

  3. Yurdakul, Ezgi / Taylor, Peter C. / Ceylan, Halil / Bektas, Fatih (2013): Effect of Paste-to-Voids Volume Ratio on the Performance of Concrete Mixtures. In: Journal of Materials in Civil Engineering (ASCE), v. 25, n. 12 (December 2013).

    https://doi.org/10.1061/(asce)mt.1943-5533.0000728

  4. Yurdakul, Ezgi / Taylor, Peter C. / Ceylan, Halil / Bektas, Fatih (2014): Effect of Water-to-Binder Ratio, Air Content, and Type of Cementitious Materials on Fresh and Hardened Properties of Binary and Ternary Blended Concrete. In: Journal of Materials in Civil Engineering (ASCE), v. 26, n. 6 (June 2014).

    https://doi.org/10.1061/(asce)mt.1943-5533.0000900

  5. Bektas, Fatih (2014): Alkali reactivity of crushed clay brick aggregate. In: Construction and Building Materials, v. 52 (February 2014).

    https://doi.org/10.1016/j.conbuildmat.2013.11.014

  6. Bektas, Fatih / Bektas, Basak Aldemir (2014): Analyzing mix parameters in ASR concrete using response surface methodology. In: Construction and Building Materials, v. 66 (September 2014).

    https://doi.org/10.1016/j.conbuildmat.2014.05.055

  7. Bektas, Fatih / Wang, Xuhao (2015): Statistical mixture design of ternary blends for controlling ASR. In: Magazine of Concrete Research, v. 67, n. 2 (January 2015).

    https://doi.org/10.1680/macr.14.00149

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