Performance of Portland Cement and Sulfate Resisting Cement Concretes against Chloride Attack under different curing Methods
This study examines the influence of cement type, water/cement ratio, and curing process on the chloride ion permeability of concrete using ordinary Portland cement (OPC) and sulfate-resistant cement (SRC). Three concrete mixtures containing both types of cement and water/cement ratios of 0.4, 0.5, and 0.6 were investigated with two different curing methods. The cement content was 400 kg/m 3 , and the ratio of fines to aggregates was 0.5. In the first curing method, concrete specimens were cured underwater, while in the second method, specimens were cured at 22 o C and 80% relative humidity (RH) and sprayed with water twice daily for seven days. The slump, air content, and unit weight were measured as fresh concrete properties. After 28 days of curing, the compression, tension, flexure, pulse velocity, and dynamic modulus of elasticity tests for hardened concrete were carried out. In addition, titration analysis was used to determine the chloride ion permeability of concrete made with water/cement ratio of 0.4. The results reveal that cement type, water/cement ratio, and curing process greatly influence concrete's mechanical characteristics and chloride resistance.
Read more