High-Volume Fly Ash Concrete with High Strength and Low Drying Shrinkage
By Cengiz Duran Atis. 2003
209 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/ba20b836c8af714689bcd301ba00fb6f5aa66150
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In Civil and Structural Engineering
Citations in the corpus
- High-volume natural volcanic pozzolan and limestone powder as partial replacements for portland cement in self-compacting and sustainable concrete (2014, background): “The apparently reduced drying shrinkage of the concrete with increased NP may be related to the refinement of pores through pozzolanic reaction, which obstructs water evaporation [58], and also a higher amount of unreacted ash, which could act as aggregate that restrains shrinkage [59].”
- Self-compacting concrete with different levels of pulverized fuel ash (2010, background): “In order to extend the concept of HVFA concrete to SCC, some investigations have been made on SCC incorporating more than 50% fly ash [7–13] but there has been little systematic work on SCC with higher fly ash content to date.”
- Effect of Fly Ash on the Durability Properties of High Strength Concrete (2011, background): “Fly ash in concrete reduces drying shrinkage (Atis 2003), thus generates fewer cracks which ensure greater resistance to deterioration.”
- An experimental study on flexural strength of reinforced concrete beams with 100% recycled concrete aggregate (2014, background): “Consequently, many researchers have investigated the use of recycled materials in the production of concrete such as fly ash [1–7] and recycled aggregate [8–17].”