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Z. Abdollahnejad

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Abdollahnejad, Z. / Mastali, M. / Woof, B. / Illikainen, M. (2020): High strength fiber reinforced one-part alkali activated slag/fly ash binders with ceramic aggregates: Microscopic analysis, mechanical properties, drying shrinkage, and freeze-thaw resistance. In: Construction and Building Materials, v. 241 (April 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.118129

  2. Mastali, M. / Abdollahnejad, Z. / Pacheco-Torgal, F. (2018): Carbon dioxide sequestration of fly ash alkaline-based mortars containing recycled aggregates and reinforced by hemp fibres. In: Construction and Building Materials, v. 160 (Januar 2018).

    https://doi.org/10.1016/j.conbuildmat.2017.11.044

  3. Mastali, M. / Shaad, K. Mohammad / Abdollahnejad, Z. / Falah, M. / Kinnunen, P. / Illikainen, M. (2020): Towards sustainable bricks made with fiber-reinforced alkali-activated desulfurization slag mortars incorporating carbonated basic oxygen furnace aggregates. In: Construction and Building Materials, v. 232 (Januar 2020).

    https://doi.org/10.1016/j.conbuildmat.2019.117258

  4. Abdollahnejad, Z. / Luukkonen, T. / Mastali, M. / Kinnunen, P. / Illikainen, M. (2019): Development of One-Part Alkali-Activated Ceramic/Slag Binders Containing Recycled Ceramic Aggregates. In: Journal of Materials in Civil Engineering (ASCE), v. 31, n. 2 (Februar 2019).

    https://doi.org/10.1061/(asce)mt.1943-5533.0002608

  5. Pacheco-Torgal, F. / Abdollahnejad, Z. / Camões, A. F. / Jamshidi, M. / Ding, Y. (2012): Durability of alkali-activated binders: A clear advantage over Portland cement or an unproven issue?. In: Construction and Building Materials, v. 30 (Mai 2012).

    https://doi.org/10.1016/j.conbuildmat.2011.12.017

  6. Pacheco-Torgal, F. / Abdollahnejad, Z. / Miraldo, S. / Baklouti, S. / Ding, Y. (2012): An overview on the potential of geopolymers for concrete infrastructure rehabilitation. In: Construction and Building Materials, v. 36 (November 2012).

    https://doi.org/10.1016/j.conbuildmat.2012.07.003

  7. Pacheco-Torgal, F. / Ding, Y. / Miraldo, S. / Abdollahnejad, Z. / Labrincha, J. A. (2012): Are geopolymers more suitable than Portland cement to produce high volume recycled aggregates HPC?. In: Construction and Building Materials, v. 36 (November 2012).

    https://doi.org/10.1016/j.conbuildmat.2012.07.004

  8. Abdollahnejad, Z. / Pacheco-Torgal, F. / Félix, T. / Tahri, W. / Barroso Aguiar, J. (2015): Mix design, properties and cost analysis of fly ash-based geopolymer foam. In: Construction and Building Materials, v. 80 (April 2015).

    https://doi.org/10.1016/j.conbuildmat.2015.01.063

  9. Kheradmand, M. / Abdollahnejad, Z. / Pacheco-Torgal, F. (2017): Shrinkage Performance of Fly Ash Alkali-activated Cement Based Binder Mortars. In: KSCE Journal of Civil Engineering, v. 22, n. 5 (August 2017).

    https://doi.org/10.1007/s12205-017-1714-3

  10. Kheradmand, M. / Abdollahnejad, Z. / Pacheco-Torgal, F. (2018): Performance of a Fly Ash Geopolymeric Based Binder with Calcium Hydroxide, Portland Cement and Metakaolin as Additives. In: The Open Civil Engineering Journal, v. 12, n. 1 (September 2018).

    https://doi.org/10.2174/1874149501812010167

  11. Abdollahnejad, Z. / Mastali, M. / Dalvand, A. (2017): Comparative Study on the Effects of Recycled Glass–Fiber on Drying Shrinkage Rate and Mechanical Properties of the Self-Compacting Mortar and Fly Ash–Slag Geopolymer Mortar. In: Journal of Materials in Civil Engineering (ASCE), v. 29, n. 8 (August 2017).

    https://doi.org/10.1061/(asce)mt.1943-5533.0001918

  12. Abdollahnejad, Z. / Kheradmand, M. / Pacheco-Torgal, F. (2017): Short-Term Compressive Strength of Fly Ash and Waste Glass Alkali-Activated Cement-Based Binder Mortars with Two Biopolymers. In: Journal of Materials in Civil Engineering (ASCE), v. 29, n. 7 (Juli 2017).

    https://doi.org/10.1061/(asce)mt.1943-5533.0001920

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