Sulfate attack on concrete is a deterioration process characterized by a whitish discoloration beginning at the edges and corners, accompanied by cracking and spalling. This phenomenon occurs when sulfates react with the components of hardened concrete, forming compounds like calcium sulfate and calcium sulfoaluminate which occupy more space than the substances they replace, causing the concrete to expand and disrupt.
Sulfates from sources like soil, groundwater, or industrial effluents penetrate the concrete, and their reaction produces gypsum and ettringite. This reaction is similar to the one in cement manufacture where gypsum prevents flash set by reacting with tricalcium aluminate. However, in hardened concrete, this reaction is undesirable as it can lead to structural damage.
The resistance to sulfate attack is a critical aspect that is usually tested by immersing concrete samples in sulfate solutions. This method allows for the observation of changes in the specimen, such as strength reduction, expansion, and weight loss. Visual inspection is also a valuable tool in identifying damage. The use of cement with a low tricalcium aluminate content, such as sulfate-resisting cement and blended cement, can significantly enhance the concrete's resistance to sulfate attack. The durability of concrete against sulfate attack also relies on achieving a low water-cement ratio for low permeability, a factor that is crucial for reducing the likelihood of damage.
