Steel corrosion is the main cause of deterioration of reinforced concrete (RC) structures. We
provide an up-to-date review on corrosion mechanisms and recent advances in electrical …

Chloride-induced corrosion of steel reinforcement is a major cause of durability degradation
for reinforced concrete (RC) structures. Chloride binding approach is recognized as one of …

As an available and high-quality supplementary cementing materials (SCMs), Consumption
of Metakaolin (MK) was proposed by many research to replace Portland cement to improve …

The development of a green alternative that can partially or completely substitute the
Ordinary Portland cement (OPC) as a practical construction material with low CO 2 footprint …

While concrete production accounts for significant CO 2 emissions and natural resources
(eg, river sand and freshwater) depletion, the incorporation of sea sand, seawater, and …

This study aims to evaluate the influence of microstructural properties on the chloride
diffusion resistance of alkali-activated materials (AAMs) based on blast furnace slag and/or …

Metakaolin (MK) and silica fume (SF) have been added either individually or in combination
to improve concrete performance. Recent studies proved that the combined addition of MK …

In this study, the effect of sulfate attack on the change of phase assemblage and desorption
of bound chloride for seawater mixed cement paste with different w/b ratios and …

Understanding the hydration kinetics and interactions of hydration products of cement
components with chlorides is crucial for designing durable cement-based materials. The …

Utilization of limestone calcined clay cements (LC 3) as a recently developed ternary blends
could be a promising economic approach to reduce the environmental impacts of Portland …