Efficiency of Fly Ash in Mitigating Alkali-Silica Reaction Based on Chemical Composition

By L. Malvar, L. R. Lenke. 2006

137 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Geochemistry and Petrology

View Paper: https://www.semanticscholar.org/paper/210dabfa497e86f51e01ba822382d26bab11b0d3

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Faiz Shaikh
2. P. Sarker
3. S. Supit

In Civil and Structural Engineering

1. Faiz Shaikh
2. S. Supit
3. P. Sarker
4. A. Saha
5. Mingzhong Zhang
6. P. Deb
7. I. Low
8. P. Nath

In Geochemistry and Petrology

1. P. Sarker
2. Faiz Shaikh
3. S. Supit

Citations in the corpus

• Durability properties of high volume fly ash concrete containing nano-silica (2014, background): “In practice, the quantity of fly ash to replace cement is limited to 15–20 % bymass of the total cementitious material [4, 6, 7].”
• Effect of ultrafine fly ash on mechanical properties of high volume fly ash mortar (2014, background): “It reacts with calcium hydroxide during cement hydration, to form additional Calcium Silicate Hydrate (CSH) and Calcium Aluminate Hydrate (CAH) which are effective in forming denser matrix leading to higher strength and better durability [2–4].”
• Mechanical and durability properties of high volume fly ash (HVFA) concrete containing calcium carbonate (CaCO3) nanoparticles (2014, background): “It reacts with calcium hydroxide (CH) during cement hydration, to form additional calcium silicate hydrate (CSH) and calcium aluminate hydrate (CAH) which are effective in forming denser matrix leading to higher strength and better durability, for example, on sulphate attack and alkali silica reacti”