Pozzolana from Rice Husk Ash
Numerous patents, publications, reviews and reports on
the beneficial utilization of rice husk ash have appeared during last few
decades [Proceeding of Joint UNIDO-ESCAP-RCTT-PCSIR Workshop on Production
of Cement Like Materials from Agro-waste, p 135-49, 1979]. In India
rice husk has been put to use in some specific areas as renewable source of
energy, development of pozzolanic/cementitious materials, filling materials
etc. The suitability of rice husk ash as a soil stabilizer were also studied by
Okereke of Nigeria [Housing Science, Vol. 18(1), p
23-42, 1991] and he claimed that rice
husk ash has some pozzolanic properties which with little addition of cement can effectively
stabilizer lateritic soil. One of the earlier reference to potential
benefits of using rice husk ash for making cement was published in 1956. [Agricultural Experimental Station,
Louisiana State University, Bull. No.507, 1956]. The
characteristics of rice husk ash were studied in relation to utilization of the
ash in cement by El-Didamony and others [Arab Gulf J. Sci. Res., Vol. 5(1), p 45-57,
1987]. He reported that the rice husk fired at ≤700ºC gives amorphous silica
whereas crystabalite is formed at higher
temperatures. In 1971, Mehta mentioned rice husk ash as one of the materials
which could react with lime and he showed that the silica in rice husk ash can
be maintained in a highly pozzolanic state if temperature of combustion is kept
below 700ºC and if the ash is not held too
long at the high temperature [Rock Products (Chicago), Vol. 74(5), p
120, 1971]. The ash, consisting
mostly of silica was found to completely amorphous, porous and easy to grind.
The surface area of the lightly ground product was 55m2/kg and it became the basis of
production of both lime pozzolana and portland pozzolana type cements
possessing excellent strength and durability characteristics. Chopra has
developed an openwork brick incinerator with metal mosquito netting inside to
retain the husk [Proceeding of Joint UNIDO-ESCAP-RCTT-PCSIR Workshop on
Production of Cement Like Materials from Agro-waste, p 135-49, 1979]. A ratio
of 1:2 of lime to rice husk ash showed the mortar strength of about 4mN/m2 with 28 days of aging.
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