2015
DOI: 10.1016/j.conbuildmat.2014.10.021
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Utilization of cold bonded fly ash lightweight fine aggregates as a partial substitution of natural fine aggregate in self-compacting mortars

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Cited by 50 publications
(16 citation statements)
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“…Nonetheless, the use of FA-LWA as replacement material in SCM shows promising applicability. The increase of the FA-LWA replacement level leads to the improvement of SCM properties such as workability and flowability, although it negatively affects the SCMs strength and porosity (Güneyisi, Gesoʇlu, Altan, & Öz, 2015). Other effects of increasing FA-LWA replacement level values on SCM, are reported by Güneyisi, Gesoglu, Ghanim, Ipek, & Taha (2016).…”
Section: Cold-bonded Pellets For Less Investigated Applicationsmentioning
confidence: 97%
“…Nonetheless, the use of FA-LWA as replacement material in SCM shows promising applicability. The increase of the FA-LWA replacement level leads to the improvement of SCM properties such as workability and flowability, although it negatively affects the SCMs strength and porosity (Güneyisi, Gesoʇlu, Altan, & Öz, 2015). Other effects of increasing FA-LWA replacement level values on SCM, are reported by Güneyisi, Gesoglu, Ghanim, Ipek, & Taha (2016).…”
Section: Cold-bonded Pellets For Less Investigated Applicationsmentioning
confidence: 97%
“…According to Jiang et al [ 55 ], normal curing at room temperature was required for cold-bonded artificial aggregate to achieve the strength. However, aggregates produced using the cold bonding method required curing at room temperature or in an enclosed chamber with steam until the required strength was attained [ 56 ]. The major challenge for cold-bonded aggregate is the requirement for a longer hardening period, as it is normally required to cure for 28 days before being discharged and used as construction materials [ 34 ].…”
Section: Manufacturing Of Lightweight Aggregatementioning
confidence: 99%
“…The cold-bonded fly ash aggregate that used different molarities of alkaline activator had a specific gravity of between 1.8 and 1.85 [ 22 ]. In addition, mixing 90% of fly ash with 10% of cement by using cold bonding gives a specific gravity of 1.76 [ 56 ]. The artificial aggregate that was made up of fly ash by using the cold bonding method had a specific gravity of 1.63 as compared to normal coarse aggregate at 2.71 [ 54 ].…”
Section: Physical and Mechanical Properties Of Lightweight Aggregatementioning
confidence: 99%
“…Güneyisi et al [115] used silica fume (SF) and metakaolin as mineral admixtures to enhance the permeability resistance of concretes. It was reported that the use of artificial lightweight aggregate causes an increase in gas permeability.…”
Section: Permeabilitymentioning
confidence: 99%