Properties of fly ash concrete modified with hydrated lime and silica fume
By S. Barbhuiya, J. K. Gbagbo, M. Russell, P. Basheer. 2009
251 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/b9cb02d2224584ea7eb421c1304b9ac364a28a3e
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In Building and Construction
In Civil and Structural Engineering
In Materials Chemistry
Citations in the corpus
- Effect of silica fume on the fresh and hardened properties of fly ash-based self-compacting geopolymer concrete (2013, methodology): “Silica fume, because of its physical properties and chemical characteristics, has been reported to be more reactive than fly ash [17]; hence, in this research, it was used in combination with fly ash to evaluate its effect on the fresh and hardened properties of self-compacting geopolymer concrete (”
- Durability and strength characteristics of high-strength concrete incorporated with volcanic pumice powder and polypropylene fibers (2020, background): “Mass loss was observed for all plots until 200 ◦C due to C–S–H production [40,41].”
- Effect of polypropylene fiber on durability of concrete composite containing fly ash and silica fume (2013, background): “At early stages of aging, the strength of concrete containing a high volume of fly ash as a partial cement replacement is much lower than that of control concrete, due to the slow process of the pozzolanic reaction of fly ash, and its contribution towards the strength development occurs only at late”
- Durability properties of high volume fly ash concrete containing nano-silica (2014, background): “[17] who observed the properties of fly ash concrete incorporating with silica fume also found the benefit on the improvement of early”