A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Role of temperature on Alkali-Silica reaction and the efficacy of supplementary cementitious materials
Highlights Alkali release from aggregate to alkaline solution increases with temperature. Alkali leaching from concrete increases at higher temperatures. The binding capacity of cementing materials is higher at 38 °C compared to 60 °C and 23 °C. Concrete with SCM continues to expand at 60 °C until two years, unlike samples without SCM.
Abstract Supplementary cementitious materials (SCM) are used in concrete to reduce expansion due to alkali-silica reaction. However, studies reported higher expansion in the field compared to that of laboratory samples. This paper investigates the effect of temperature on alkali release from aggregates, alkali leaching from concrete samples, and hydration and alkali-binding capacity of SCM. Aggregates contribute more alkalis to alkaline solutions at higher temperatures. Hydration of the tested cementing blends and their capacity to bind alkalis were highest at 38 °C, followed by 60 °C and 23 °C. The expansions of different sample shapes at different temperatures and times are compared, and the possibility of reducing the testing duration is examined.
Role of temperature on Alkali-Silica reaction and the efficacy of supplementary cementitious materials
Highlights Alkali release from aggregate to alkaline solution increases with temperature. Alkali leaching from concrete increases at higher temperatures. The binding capacity of cementing materials is higher at 38 °C compared to 60 °C and 23 °C. Concrete with SCM continues to expand at 60 °C until two years, unlike samples without SCM.
Abstract Supplementary cementitious materials (SCM) are used in concrete to reduce expansion due to alkali-silica reaction. However, studies reported higher expansion in the field compared to that of laboratory samples. This paper investigates the effect of temperature on alkali release from aggregates, alkali leaching from concrete samples, and hydration and alkali-binding capacity of SCM. Aggregates contribute more alkalis to alkaline solutions at higher temperatures. Hydration of the tested cementing blends and their capacity to bind alkalis were highest at 38 °C, followed by 60 °C and 23 °C. The expansions of different sample shapes at different temperatures and times are compared, and the possibility of reducing the testing duration is examined.
Role of temperature on Alkali-Silica reaction and the efficacy of supplementary cementitious materials
Sinno, Noura (author) / Shehata, Medhat H. (author)
2021-10-25
Article (Journal)
Electronic Resource
English