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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. Otieno, M. / Beushausen, H. / Alexander, M. (2016): Chloride-induced corrosion of steel in cracked concrete – Part I: Experimental studies under accelerated and natural marine environments. In: Cement and Concrete Research, v. 79 (January 2016).

    https://doi.org/10.1016/j.cemconres.2015.08.009

  2. Otieno, M. / Beushausen, H. / Alexander, M. (2016): Chloride-induced corrosion of steel in cracked concrete—Part II: Corrosion rate prediction models. In: Cement and Concrete Research, v. 79 (January 2016).

    https://doi.org/10.1016/j.cemconres.2015.08.008

  3. Otieno, M. / Walter, K. (2022): An assessment of a practical implementation of the deemed-to-satisfy durability design and specification approach in the Swakopmund-Walvis Bay Freeway upgrade project in Namibia. In: Journal of the South African Institution of Civil Engineering, v. 64, n. 2 (5 July 2022).

    https://doi.org/10.17159/2309-8775/2022/v64no2a3

  4. Otieno, M. / Mushunje, K. (2021): Creep deformation characteristics of rubberised structural concrete. In: Construction and Building Materials, v. 312 (December 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.125418

  5. Otieno, M. (2017): Sensitivity of chloride-induced corrosion rate of steel in concrete to cover depth, crack width and concrete quality. In: Materials and Structures, v. 50, n. 1 (February 2017).

    https://doi.org/10.1617/s11527-016-0916-3

  6. Otieno, M. / Beushausen, H. / Alexander, M. (2016): Resistivity-based chloride-induced corrosion rate prediction models and hypothetical framework for interpretation of resistivity measurements in cracked RC structures. In: Materials and Structures, v. 49, n. 6 (June 2016).

    https://doi.org/10.1617/s11527-015-0653-z

  7. Otieno, M. / Beushausen, H. / Alexander, M. (2012): Towards incorporating the influence of cover cracking on steel corrosion in RC design codes: the concept of performance-based crack width limits. In: Materials and Structures, v. 45, n. 12 (December 2012).

    https://doi.org/10.1617/s11527-012-9871-9

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