M. Otieno
- 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). (2016):
- Chloride-induced corrosion of steel in cracked concrete—Part II: Corrosion rate prediction models. In: Cement and Concrete Research, v. 79 (January 2016). (2016):
- 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). (2022):
- Creep deformation characteristics of rubberised structural concrete. In: Construction and Building Materials, v. 312 (December 2021). (2021):
- 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). (2017):
- 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). (2016):
- 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). (2012):