Alkali–silica reaction (ASR) and sulfate attack are two significant chemical processes that can deteriorate concrete structures. ASR occurs when alkalis in cement react with reactive silica in aggregates, forming an expansive gel that cracks concrete. Sulfate attack happens when sulfates from external sources penetrate concrete, reacting with hydrated compounds and causing expansion, cracking, and loss of strength. Both phenomena compromise durability, requiring careful material selection and preventive measures in construction.
Alkali–silica reaction (ASR) and sulfate attack are two significant chemical processes that can deteriorate concrete structures. ASR occurs when alkalis in cement react with reactive silica in aggregates, forming an expansive gel that cracks concrete. Sulfate attack happens when sulfates from external sources penetrate concrete, reacting with hydrated compounds and causing expansion, cracking, and loss of strength. Both phenomena compromise durability, requiring careful material selection and preventive measures in construction.
What is alkali–silica reaction (ASR) in concrete?
ASR is a chemical reaction between reactive silica in some aggregates and alkalis (sodium/potassium) from cement pore solution, forming a gel that absorbs water and swells, leading to cracking and expansion in concrete.
What conditions are required for ASR to occur?
Reactive silica in aggregates, sufficient alkali content from cement, presence of moisture, and suitable temperatures. Without moisture or with non-reactive aggregates, ASR is unlikely or slow.
What is sulfate attack on concrete and how does it occur?
Sulfate attack happens when sulfate ions from soils or water penetrate concrete and react with hydrated cement phases to form ettringite and gypsum, causing expansion, cracking, and strength loss, especially in permeable concretes.
How can ASR and sulfate attack be prevented or mitigated?
Use non-reactive aggregates and low-alkali cement or supplementary cementitious materials (e.g., fly ash, slag, silica fume) to reduce alkalis; ensure proper curing and moisture control; use sulfate-resistant cement (low C3A) for sulfate exposure; improve durability with low-permeability concrete and good drainage.