Geotechnical characteristics of fly ash
Utilization of industrial by-products - Flyash - Origin, production and characteristics
Article REF: C5373 V1
Geotechnical characteristics of fly ash
Utilization of industrial by-products - Flyash - Origin, production and characteristics

Authors : Pierre ROSSI, Ludovic GAVOIS, Guy RAOUL

Publication date: August 10, 2009 | Lire en français

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7. Geotechnical characteristics of fly ash

7.1 Granularity

The material takes the form of a powder with a particle size ranging from 0.5 to 315 µ .m. Blaine fineness (specific surface area) is high, generally in excess of 2,000 cm 2 /g (not far from conventional cements), and even in excess of 10,000 cm 2 /g in the case of certain CFL ashes.

In the case of silica-alumina ashes, it should be noted that, in order to be used in road construction, the passings at 40 and 80 µ.m (cf. standard XP P 18-545 March 2008, which replaces the experimental standard XP P 18-545, February 2004 edition, fascicule NF X 11-640 is still current) must be respectively greater than 40 and 70% (cf. standard NF EN 14 227 – Part 3, February...

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