Effect of fine aggregate replacement with Class F fly ash on the mechanical properties of concrete

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Sustainable use of industrial-waste as partial replacement of fine aggregate for preparation of concrete – A review (2016, background): “0 20 40 60 80 100 0.01 0.1 1 10 % P AS SI N G T H R O U G H PARTICLE DIAMETERS Copper Slag (Sankh et al.,2014 ) WFS (Khatib et al.,2013) Steel Slag (Qasrawi et al., 2009) POC (Abdullahi et al.,2010) ISF Slag (Morrison et al.,2003) GBF Slag (Bilir,2012) Bottom Ash (Bilir,2012) Z-II (Lower) Z-II (Uppe”
Influence of fly ash as a cement addition on the hardened properties of recycled aggregate concrete (2008, methodology): “These results are similar to those of Siddique [ 11 ] who reported that, when fly ash was used as an addition of cement (i.e.”
EFFECT OF BOTTOM ASH AS REPLACEMENT OF FINE AGGREGATES IN CONCRETE (2007, methodology): “retained on Sieve (gm) % age passing Requirement IS: 383-1970 [15] 10mm 0 100 100 4.”
Mechanical and Freeze-Thaw Durability Properties of Recycled Aggregate Concrete Made with Recycled Coarse Aggregate (2015, background): “Siddique (2003) investigated the chemical composition of Class F fly ash.”