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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. Oyebisi, Solomon / Olutoge, Festus / Kathirvel, Parthiban / Oyaotuderekumor, Increase / Lawanson, David / Nwani, Joy / Ede, Anthony / Kaze, Rodrigue (2022): Sustainability assessment of geopolymer concrete synthesized by slag and corncob ash. In: Case Studies in Construction Materials, v. 17 (December 2022).

    https://doi.org/10.1016/j.cscm.2022.e01665

  2. Oyebisi, Solomon / Ede, Anthony / Olutoge, Festus / Owamah, Hilary / Igba, Tobit (2022): Slag-based geopolymer concrete incorporating ash: effects on thermal performance. In: Australian Journal of Civil Engineering, v. 20, n. 1 (July 2022).

    https://doi.org/10.1080/14488353.2021.1953234

  3. Oyebisi, Solomon / Ede, Anthony / Olutoge, Festus / Olukanni, David (2020): Assessment of activity moduli and acidic resistance of slag-based geopolymer concrete incorporating pozzolan. In: Case Studies in Construction Materials, v. 13 (December 2020).

    https://doi.org/10.1016/j.cscm.2020.e00394

  4. Oyebisi, Solomon / Owamah, Hilary / Alomayri, Thamer / Ede, Anthony (2022): Modelling the strength of cashew nutshell ash-cement-based concrete. In: Magazine of Concrete Research, v. 74, n. 10 (May 2022).

    https://doi.org/10.1680/jmacr.20.00349

  5. Oyebisi, Solomon / Ede, Anthony / Olutoge, Festus / Ogbiye, Samuel (2020): Evaluation of reactivity indexes and durability properties of slag-based geopolymer concrete incorporating corn cob ash. In: Construction and Building Materials, v. 258 (October 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.119604

  6. Oyebisi, Solomon / Ede, Anthony / Olutoge, Festus / Omole, David (2020): Geopolymer concrete incorporating agro-industrial wastes: Effects on mechanical properties, microstructural behaviour and mineralogical phases. In: Construction and Building Materials, v. 256 (September 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.119390

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