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Updated: Jan 17, 2026

Experimental Protocol to Determine the Chloride Threshold Value for Corrosion in Samples Taken from Reinforced Concrete Structures
Published on: August 31, 2017
Durability assessment of MgO/hydromagnesite mortars-Resistance to chlorides and corrosion
Fabio Enrico Furcas1,2, Alexander German1,2, Frank Winnefeld2
1ETH Zürich, Institute for Building Materials, 8093 Zurich, Switzerland.
Abstract:
The durability of MgO/hydromagnesite mortars was studied with respect to their corrosion performance and resistance to chloride attack and moisture. Rapid chloride ingress measurements showed chloride migration coefficients of to . MgO/hydromagnesite pastes were cured in alkaline chloride solution to investigate the formation of Mg-chlorides; however, no such phases were observed. The corrosion rate of carbon steel embedded in MgO/HY mortars, as determined by linear polarization resistance measurements, was in the range in dry and in wet conditions, irrespective of the mortar composition or curing condition. These findings corroborate the hypothesis that, in the absence of chlorides, the moisture condition is the primary predictor of corrosion rate of carbon steel in the MgO/hydromagnesite binder. These accelerated, short-term experiments suggest that the binder may be suited to protect embedded carbon steel from corrosion under specific exposure conditions of practical relevance.
Supplementary Information:
The online version contains supplementary material available at 10.1617/s11527-025-02765-z.
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