Abstract

Clinker substitution is limited by the availability of suitable supplementary cementitious materials. Therefore, flexible methods must be adopted by practitioners to assess lab performance that can be extrapolated to long-term field conditions. In this study, we assess the square root law for chloride ingress in cementitious materials using a single-species reactive transport model and new analysis of published experiments. Our results illustrate the suitability of the square root law as a first approximation extrapolation tool. As the square root law is defined by a diffusion-controlled process, this analysis opens the door to even quicker methods which are related to the effective diffusion coefficient.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call