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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. Felekoğlu, Burak / Tosun, Kamile / Baradan, Bülent / Altun, Akın / Uyulgan, Bahadır (2006): The effect of fly ash and limestone fillers on the viscosity and compressive strength of self-compacting repair mortars. In: Cement and Concrete Research, v. 36, n. 9 (September 2006).

    https://doi.org/10.1016/j.cemconres.2006.04.002

  2. Felekoğlu, Burak / Tosun, Kamile / Baradan, Bülent (2009): Effects of fibre type and matrix structure on the mechanical performance of self-compacting micro-concrete composites. In: Cement and Concrete Research, v. 39, n. 11 (November 2009).

    https://doi.org/10.1016/j.cemconres.2009.07.007

  3. Tosun, Kamile / Felekoğlu, Burak / Baradan, Bülent / Akın Altun, İ. (2009): Effects of limestone replacement ratio on the sulfate resistance of Portland limestone cement mortars exposed to extraordinary high sulfate concentrations. In: Construction and Building Materials, v. 23, n. 7 (July 2009).

    https://doi.org/10.1016/j.conbuildmat.2009.02.039

  4. Felekoğlu, Burak / Tosun, Kamile / Baradan, Bülent (2011): Compatibility of a polycarboxylate-based superplasticiser with different set-controlling admixtures. In: Construction and Building Materials, v. 25, n. 3 (March 2011).

    https://doi.org/10.1016/j.conbuildmat.2010.09.017

  5. Felekoğlu, Burak / Tosun, Kamile / Baradan, Bülent / Altun, Akın (2010): Effects of porosity and related interstitial phase morphology difference on the grindability of clinkers. In: Materials and Structures, v. 43, n. 1-2 (February 2010).

    https://doi.org/10.1617/s11527-009-9479-x

  6. Felekoğlu, Burak / Ramyar, Kambiz / Tosun, Kamile / Musal, Barış (2006): Sulfate resistances of different types of Turkish Portland cements by selecting the appropriate test methods. In: Construction and Building Materials, v. 20, n. 9 (November 2006).

    https://doi.org/10.1016/j.conbuildmat.2005.01.048

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