Coupled effects of expanded perlite aggregate, crystalline admixture, and water-binder ratio on surface crack closure and transport-related indicators: RSM modelling and optimisation
摘要
Crack self-healing is a promising route to curb crack-induced transport, corrosion, and durability loss in cementitious materials, enabling service-life extension with minimal maintenance and compatibility with standard curing. This study quantifies how expanded perlite aggregate (EPA, internal curing), crystalline admixture (CA, chemical healing), and water-to-binder ratio (W/B) jointly affect three separate responses under standard curing: surface crack-healing rate, ultrasonic pulse velocity, and electrical resistivity. A Central Composite Design within response surface methodology was used to build second-order models for ultrasonic pulse velocity (UPV), electrical resistivity, and surface crack-healing rate. From 7 to 28 days, the average UPV, electrical resistivity, and surface crack-healing rate increased by about 7.5%, 27%, and 29.9% points, respectively. These results indicate progressive surface crack closure and are consistent with improved internal continuity and reduced pore connectivity. ANOVA showed strong model adequacy with