The migration of chloride in concrete in atmospheric zones is mainly influenced by climatic
conditions, eg, various dry-wet cycles in marine tidal zones, and ambient humidity is one of …

Compared with the ground service environment, the evolution of concrete performance
under a water pressure service environment is quite complex with variable conditions …

This research develops analytical models in respectively describing the water vapour
sorption isotherm and permeability properties based on a probabilistic method for pore size …

Understanding the simultaneous transport mechanism of water and chloride in unsaturated
concrete under cyclic drying-wetting condition plays a crucial role in assessing the service …

Permeability is a fundamental physical property of a cement-based material and is closely
related to its pore structure. This study developed an improved model for permeability …

Drying–wetting cycle accelerate the deterioration of concrete in aqueous sulfate
environment, but their regime is not well-established. This study investigates the effect of dry …

The aim of this paper is to investigate the corrosion relationship between reinforced concrete
exposed to natural marine environment and applied current acceleration. Chloride ions …

This experimental study aims to determine the effect of dry-wet ratio on properties and
microstructure of concrete under sulfate attack. Under the condition of oven drying, four …

Drying–wetting cycles (DWC) are suspected of influencing the performance of concrete
under sulfate attack, but the nature and extent of this influence are still unclear. Therefore …

When coupled with drying–wetting cycles, the deterioration process of concrete subjected to
external sulfate attack (ESA) is significantly accelerated. The impact of moisture variations …