IOP Conference Series: Materials
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Setting time and standard consistency of Portland cement binders
blended with rice husk ash, calcium carbide and metakaolin admixtures
To cite this article: M Babako and JA Apeh 2020
IOP Conf. Ser.: Mater. Sci. Eng. 805 012031
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Nanotechnology Applications in Africa: Opportunities and Constraints
IOP Conf. Series: Materials Science and Engineering
805 (2020) 012031
IOP Publishing
doi:10.1088/1757-899X/805/1/012031
1
Setting time and standard consistency of Portland cement binders blended with rice husk
ash, calcium carbide and metakaolin admixtures
M Babako and JA Apeh
Department of Building, Federal
University of Technology, Minna.
apehjoe@futminna.edu.ng
Abstract
The use of pozzolanic materials to reduce carbon dioxide (CO
2
) emissions and enhanced
properties of mortar and concrete has received increased interests in the last decades. In this
study, admixtures such as metakaolin (MK), rice husk ash (RHA) and calcium carbide waste
(CCW) partially replaced Portland cement (PC) at 5, 10, 20 % in multiple combinations of
aforementioned admixtures as binders and the effect of setting times (initial and final) and
standard consistency on the binders were evaluated. The Department of Environment (DOE)
approach for mix proportions was employed. The mixes are in six groups
consisting of control
PC, each admixture replaced PC at 5, 10 and 20 % replacement level in binary mixes, then two
of the admixtures replaced PC at same replacement level in ternary and the three admixtures
replaced PC in quaternary mixes respectively. Results indicated
that RHA significantly
influenced the standard consistency of the binders incorporating the three admixtures as
compared with CCW and MK. The requirement of water in the binder increased with increase in
percentage replacement level of RHA within the binder due to its porous nature. At 5 %
replacement level, it was 9 % above control value, 21 % and 39 % at 10 and 20 % replacement
level subsequently.
Similarly, setting times at the aforementioned replacement levels are 27 %
and 6 % above the control value for initial and final setting time. For 20 % replacement level, it
was 24 % and 38 % above the control value for the initial and final setting time respectively.
This is due to reduction in PC content leading to less content of Tricalcium silicate aluminate
(C
3
A) and amount of carbon content within the pozzolanic materials which retard the rate of
reactions. By and large, the admixtures retard the setting times of quaternary binder, and
increased its water of consistency which can be overcome by activation. However, they are
useful in the construction of concrete structural elements or structures that
requires longer time